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HomeMy WebLinkAboutMICHAEL BAKER, INC.1110UHAVIUt IVUI UN hLt WORK MAY NU PROCEED CLERK 9F CQU� QIL DATE: UL 4 2018 A-2018-177 y v-1 ACO AGREEMENT TO PROVIDE ENGINEERING DESIGN SERVICES FOR Lloe�,'r-_ CIVIC CENTER STORMWATER LIFT STATION RENOVATION THIS AGREEMENT is made and entered into this 17th day of July, 2018 by and between Michael Baker International, Inc. ("Consultant"), 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"). RECITALS A. On May 7, 2018, the City issued Request for Proposal No. 18-041, by which it sought a consultant to provide engineering design services for the civic center stormwater lift station renovation project. B. Consultant submitted a responsive proposal that was selected by the City. Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 18-041. C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting fine in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform the services that were described in the scope of work that was included in RFP No. 18-041 and as more specifically delineated in Consultant's proposal, which is attached as Exhibit A and incorporated in full. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services under this Agreement, the rates and charges identified. in Exhibit B. The total sutra to be expended under the term of this Agreement, including any extension periods, shall not exceed $171,675. This sum is comprised of (1) the base amount of $148,515 and (2) a contingency in the amount of $23,160 for additional services at the City's sole discretion. b. Payment by City shall be made within forty-five (4.5) 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 I of 8 3. TERM This Agreement shall cormnence on July 18, 2018 and terminate on July 17, 2021, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for up to two 1 -year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant is aware of the requirements of California Labor Code Section 1720, et seq,, and 1770, et seq., as well as California Code of Regulations, Title 8, Section 1.6000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 9. INDEPENDENT CONTRATOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible meditun of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("DOCnment5 & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within Page 2 of 8 the purposes intended by this Agreement shall be at City's sole risk. INSURANCE Prior to undertaking performance of work Linder this Agreement, Consultant shall maintain and shall require its subconsultants, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Consultant 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 Consultant's negligent 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 lhnit 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, Consultant, if Consultant 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, Consultant agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Consultant 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 Iess 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 Consultant pnusuant to this section: (i) Consultant 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. Page 3 of 8 (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 consultant, without thirty (30) days prior written notice to the City. (iv) Consultant shall supply City with a fully executed additional insured endorsement on the Commercial General Liability and Automobile Insurance policies. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the City. 8. INDEMNIFICATION Consultant agrees to indenmify and hold harmless the City, its officers, agents, employees, consultants, special counsel, and, representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant or its subconsultants, 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 Consultant farther agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant's services are subject to Civil Code Section 2782,8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant 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 Consultant to the City pursuant to this Agreement. Page 4 of 8 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred tinder this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, doctuments, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement. 11. CONFIDENTIALITY If Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no 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: Cleric of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) Page 5 of 8 P.O. Box 1988 Santa Ana, CA 92702-1988 Fax 714- 647-6956 Executive Director Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) P.O. Box 1988 Santa Ana, CA 92702 Fax 714-647-5635 To Consultant: Michael Baker International, Inc. 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 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 tune 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 Consultant 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 Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT hnasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other consultants retained by City, Page 6 of 8 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 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, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Consultant 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. Consultant 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 Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, pen -nits, 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 Page 7 of 8 Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 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: MARIA D. HUIZAR" 04� Cleric of the Council APPROVED AS TO FORM SONIA R. CARVALHO City Attorney By J M. Funic Assistant City Attorney FOR APPROVAL Fuad 1. Sweiss, PE, P.LS Execu've Director Public tVorks Agency Page 8 of 8 CITY OF SANTA ANA RAUL GODIl9VIT ,v City Manager CONSULTANT Name; aoi M.tla�te Title: V cc k're g;c\ent uur Mission Make the world abetter place through the application of the principle of sustainable development by providing professional design services that enhance the quality of life and the environment. Provide development, infrastructure, planning and environmental services to private and public sector clients in local, regional and global markets. Lead as professionals specializing in planning, design and construction. Look forward to the future with a commitment to building opportunities and value for our clients and ourselves. MPOSAL Civic CenterStormwateri.lftStotionRenovation pesi8pServices Statement of Qualifications Cover Letter Contract Review Statement Firm and Team Experience....................r....................... 1 Understanding of Need ......................... ..........r............... 6 Relevant Project Experience ........................................ 11 References.................................................................... 18 Resumes Scope of Services.....................r........................r.......... 19 Schedule.................................................. r........,........... 25 Attachment 3-1: Non -Collusion Affidavit Attachment 3-2: Non -Lobbying Certification Attachment 3-3: Non -Discrimination Certification INTERNATIONAL TOC r b � K a'tRFB '� ," rw✓ x ,� <fi �v thfa ,+ Y r � '�,Aj 2M3 ^n'� a '� rYw Fb ��� x�� K ,l r '�a�k ✓r ,, x �' A YX 4�4ly �aT` �' o1y - 4..ksrzlrk 5rct^3>c-. Y ��. .fir .r.ss •._ .ki r �,K+£u i ,m.- ,nes Ti Statement of Qualifications 9 We Make a Difference May 24, 2018 City of Santa Ana Attn.: Monica Suter Public Works Agency 20 Civic, Center Plaza; 3rd Floor Reception, Ross Annex Santa Ana, CA 92701 Subject: Proposal for Civic Center Stormwater Lift Station Renovation Design Services RPP No. 18.041 Dear Ms. Suter and Selection Committee: Michael Baker International, Inc. (Michael Baker) appreciates the opportunity to be of continued service to the City of Santa Ana (City) through this engineering services contract. The City is seeking a consultant that has the right combination of relevant experience and expertise to design needed improvements for the Civic Center Stormwater Lift Station Renovation Project, We have brought together an exceptionally qualified team ready to deliver quality services, including key professionals from within our firm who worked on the City's Stormwater Pumping Stations Preliminary Study in 2016. Our team is avaliabie to start work immediately and can efficiently produce the final design package in an expedited schedule. As partners in your mission to upgrade these critical facilities, we offer the City the following benefits: Highly Experienced Project Manager with Expertise to Deliver a Quality Project. Our team will be led by Safe Kamangar, PE, PMP, CCM, QSD, who has 2.0 years of experience in the planning and design of water infrastructure, Sala Is uniquely qualified to manage this project and has successfully delivered design for rehabilitation, upgrade and/or replacement of multiple pumping and lift station projects. He has also served as Construction Manager on a number of pump station projects, giving him an advanced understanding of a project from the planning and design phases through construction completion, ✓ Team with In -Depth Knowledge and Background with the Civic Center Stormwater Lift Stations Streamlines Design. Our team includes Electrical Engineer, Marek Prxywara, PE; and Structural Engineer, Sal Sheikh, PE, who both worked on the Preliminary Study for the stormwater lift stations. In addition, they bring 34 years of electrical engineering and 44 years of structural engineering experience to this project. Our QC Manager, Mujahid Chandoo, PE, performed hydrology and hydraulic analysis of the Civic Center as part of the detailed Storm Drain Master Plan provided to the City in 201 B. The data gathered during the master plan will be reviewed to verify the conclusion of the preliminary study that the pumps are correctly sized. This detailed information will provide added value to prevent future flooding, and may provide an opportunity to reduce the pump size, thus reducing capital, operation, and maintenance costs for the City, Integrated In -House Team Members Translate to Quick and Efficient Coordination and Communication, Project Engineer, Charles Folzone, PE, has seven years of experience in water resources engineering and will directly support our Project Manager in the design and Iul.Itf tit U1 11St OXII 5 Hutton Centre Drive, Suite Soo I Santa Ana, CA 92707 Office: 949.472.35051 Fax 949.472.8373 Ms. Monica Suter May 24, 2018 Page 2 We Make a difference coordination of the Project. Other In-house team members include Technical Review, Karl Meler, PE; Constructability Review, .Jerome Ruddins, CCM; Structural ,Engineer, Pablo Sanchez -Duran, PE, SE; Electrical Engineers, glee pang See, PE, LEER AP, and Rich Davis, PE; Environmental Specialist, Alan Ashirnine; and Surveyor, Steve Slocum, PLS. Multi -Discipline Capaballtles, Asa multidiscipline firm, Michael Baker has diverse expertise and depth of resource capabilities to support the team in any area that may be called upon throughout the course of the project, Michael Baker's Legal Department has reviewed the City's Standard Agreement provided in Attachment 2 of the RFP, and requests consideration for changes listed on the following page, We are confident in our ability to provide the City of Santa Ana with timely and cost-effective design solutions. Our local Santa Ana office and close proximity to the City will facilitate quick response for meetings and project requirements, and the City can be assured of our commitment to your needs, If you have any questions or require additional information, please contact me at (949) 330-4275, 'na ae@r9bakeHntl.mm or Project Manager, Safe Kamangar, at (949) 330.4138, safe. kamanaar@rnm akerin .corn Respectfully submitted, John Nagle, R.E. 448afaam�ngar,P E. Vice President f Principal -in -Charge Project Manager Enclosure; Proposal (1 original, 4 copies, 1 CO); Fee (separate envelope) CONTRACT REVIEW COMMENTS Michael Baker has reviewed the copy of the City of Santa Ana's contract terms as provided in Attachment 2, Standard Agreement, of the RFP and desires the proposed variation to text (additions are shown in yellow -highlighted bold, deletions in rid---str+ke eat format, and comments In italics): 2, COMPENSATION b, Payment by City shall be made within 45 30 days (ferty-%+ e thirty) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City. INSURANCE a. Commercial General Liability Insurance. Consultant 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 Consultant's negligent operations in the performance of this Agreement, including, without limitation, acts involving vehicles... e. iv. Consultant shall supply City with a fully executed additional insured endorsement, on the Commercial General Liability and Automobile Liability policies. Due to the insurance coverage commercially available and the notification policies of most large carriers, the above clarifications are requested. 8. INDEMNIFICATION Consultant agrees to dsfe44dd, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability... We will be responsible for any errors or negligence on our part, and reimburse our client for defense costs in such a case, but the professional liability insurance commercially available to design professional firms will not provide a defense for any party except the policyholder. This page left intentionally blank, P6b4Y:dJ4h 1 smxa41 Civic Center atarmwaterLi ftStat€on Renovation Gesigri Some" M t'. Firm Profile Celebrating over 75 years of service, Michael Baker is a leader in infrastructure planning, design and construction. We have been partnering with communities since 1940 to solve their most complex challenges with a legacy of expertise, experience, innovation, and integrity. As a unified company, Michael Baker's knowledge base of 3,000 employees across the country offers a full continuum of innovative practices and solutions to support federal, state, regional, and local agencies and governments. Over 70 specialized water / wastewater engineers and technicians are located in our Southern California offices and work seamiessly together to provide the highest quality service to our water and wastewater clients. Our 2014, County of orange, Water Resources Division provides Reconstruction of Los turnkey services for all sizes and Alamitos Pump station categories of projects and is supported by a full-service team Including civil, structural, mechanical, and electrical engineering; traffic engineering; environmental compliance (CEQA/NEPA); regulatory permitting; survey and mapping; land planning; architecture; landscape architecture; GIS; construction management and inspection, and related services. Our Santa Ana based team includes over 30 water / wastewater specialists and a full-service support team with experience designing pump stations for public agency clients. This experience will be extremely valuable in leading to positive outcomes on all aspects of the Civic Center Stormwater Lift Station Renovation Project, including stakeholder and community approvals, obtaining environmental clearances and permits, minimizing traffic impacts, implementing the best design for the preferred alternatives, providing access and ease for maintenance and operations, as well as other project elements. Our understanding of the City of Santa Ana's infrastructure through past and ongoing projects, including preparation of the Preliminary Study for the subject project and development of the Storm Drain Master Plan, provides a strong foundation of knowledge as we move forward. nvd,,Eet 6exrr' MEN Year Founded: 1940 Entity Type: C Corporation Form of Organization: Pennsylvania Corporation Year of Incorporation In California: 1961 Parent Company, Michael Baker International Holdco Corporation - 100% Ownership Corporate Headquarters: 500 Grant Street, Suite 5400 Pittsburgh, PA 15219 Phone, 412.918-4000 ��vrintL�!a , No, of Employees: 3,000+ Employees Companywide a. . � . 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Safe Kamangar, PE, PMF, GCM, QSD Project Manager 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 (949)-330.4138 of . a;y�pyrgarCtOm� kern . m Ranked #5 in California and #10 Nationally for Water Supply by Enginearing News Record PROi'OSAL w f Civic, ConterSttormwaterLi tStaracaRenovationDesignServices Project Tees The Michael Baker team brings a depth of experience in lift station assessment and design, providing the City with a highly specialized team for the Civic Center Stormwater Lift Station Renovation Project. The organizational chart below depicts our Project Team and roles, Sar" Ana Put tic WOrka Agency Manley Suter Project Manager Qc m0oagarSara lSamangqaI Ns.NMa Jot+n Nagle, re Jahn mopleY,mam i cc.2% , Technical Rawiew - KartMeier,rc Charier Fa2u+tE.lAc imn:trtcetahlktyltavlatw r lerameRudtllns.tcn 4. .. �.....>_. stovesloeum, ars 8truetural Laad Ntedrlcal Lead 1 gINIt Athimine k $al Slurlkh, ae + Marek Paywaram Amdural Enptnear r Rlectdeal Engineers raablosanchexYee DEng Sea, m:ww t ssce_ ski) DOW%K �, Safe Karnarigar, PE, PMP, CCM, CSC} j Project Manager rim I", q Our team will be led by Safe Kamangar, who brings 20 years of experience in the planning and design of water infrastructure. Safe is uniquely qualified to manage this project. He is a registered Civil Engineer, certified Project Management Professional, and Certified Construction Manager who has managed or served in a key technical capacity on numerous successful r pump station projects, including Storm Drain Pump Station SD03 for the City of Long Beach; Paseo De Valencia Sewer Lift Station Rehabilitation for Moulton Niguel Water District; and Tiffany Pump Station Replacement for the Garden Grove Sanitary District. He has also served as Construction Manager on a number of pump station projects, giving him an advanced understanding of a project from the planning and design phases through construction completion. Safe is a proven leader and hands-on project manager who has the technical background and knowledge to meet the City's expectations for this project. He will be the day -today contact with the City ensuring project design, schedule, and budget goals are met. To connect all the pieces of this project together properly, he will facilitate weekly internal project coordination calls with the task leads and other key team member to review schedule, discuss ongoing tasks, and exchange Information so everybody has the latest information to work with. IN rMAY I ANA I, 2 PROPOSAL Civic Center Stormwater Lift Station PenovatEonDestgn orvices . Charles Palzone, PE I Project Engineer = Charles Falzone has seven years of experience in the design of water and wastewater infrastructure with broad understanding of civil, mechanical, process, electrical and instrumentation design of pump stations, treatment plants, water conveyance, and related facilities, He is currently providing engineering on Orange County Sanitation District's Western Regional Trunk q P Sewer Rehabilitation Project, including a temporary pumping system; and Recycled Water System for the City of Ontario that includes an irrigation booster pump station. He was the engineer responsible for preliminary design for the Hyperion Secondary Effluent Pump Station; and Project Engineer for the Pacific Grove Local Water Project that included design of the influent pump station, headworks, complete membrane bio -reactor, UV disinfection, and rehabilitation of two existing tanks for effluent storage. Marek Przpwara, PE I Lead Electrical Engineer Marek Przywara will serve as Lead Electrical Engineer. Marek was part of the team that performed the Preliminary Study for the Civic Center Stormwater Lift Station Renovation Project and brings an in-depth understanding of the electrical and controls systems for these two pump stations. He has 34 years of experience in electrical engineering and has served as a project manager and/or SCADA, rwN x� a,w vfe Electrical/Instrumentation/Controls engineer on numerous water/wastewater facilities including wastewater treatment plants, pump stations, sewer stations, reservoirs, solid waste facilities, and desalination plants. His duties have included overall responsibility for engineering, project management, development and design implementation, supervision and approval of documentation and drawings, calculations and analysis, schedules, specifications, cost estimates, and coordination with vendors and clients. Sal Sheikh, PE, Lead Structural Engineer ` Sal Sheikh has over four decades of experience including the last 30 years with Michael Baker, and will lead structural engineering tasks for the proposed project. His background includes structural design for pump stations, lift stations, well facilities, pipelines, water and wastewater treatment plants, reservoirs, culverts and encasements, flood control channels bridges, sound walls, and retaining walls. He is also experienced in structural inspection, evaluation, repairs and rehabilitation of water related facilities. Sal was part of the team that performed the Preliminary Study for the Civic Center Stormwater Lift Station Renovation Project. He was also the structural engineer on the Los Alamitos Pump Station Reconstruction for the County of Orange; Whittier Pumping Plant No. 2 Replacement for the City of Whittier; Walnut Avenue Overcrossing Pumping Plant in Orange County; as well as numerous pump station replacement and rehabilitation projects. 4 INf4N N A t I 0 N AL .�i 8�ttfrpp$AL "' R.ra <ry � ' Civic Center Stornewater Li fCStudon Renovae!on Design servlres Mujahld Chandoo, PE I Hydrology / Hydraulic Review Y% Mujahld Chandoo is a Project Manager with Michael Baker with more than 12 years of experience in surface water management. Mujahld has an in- depth understanding of the stormwater issues for the proposed Civic Center a Stormwater List Station Renovation Project through his involvement on the City's Storm Drain Master Plan Update Project where Michael Baker analyzed the main line drainage system and prepared a hydrology study along with maps for the entire city boundary and for individual sub -areas for 2-, 10-, 25-, and 100 -year storm events. The capacity of the existing storm drainage was evaluated to determine system capacity sufficiency using a hydrodynamic hydraulic model. A comprehensive list of needed storm drainage improvements was then generated. Mujahid's areas of expertise include hydrology, hydraulics, sediment transport and advanced modeling. Project Team Summary Qualifications Table Highlighted below are the qualification of our team. Resumes are included at the end of this section ixxs A 0 A Y I°x AL d Sofa Kamangar, PE, 20 M.S„ Civil Engineering Civil Engineer, CA, C70118 Project Management I . City of Brea, Pump Stations 2 and 3 PMP, CCM, QSD B.S., Civil Engineering . Rehabilitation Project Manager 50% j Professional (PMP), 1863656 Certified Construction Manager, , Garden Grove Sanitary District, Tiffany 6341 Pump Station Replacement Envision Sustainability Moulton Niguel Water District, Paseo Professional De Valencia Sewer Lift Station Qualified SWPPP Developer Rehabilitation Jahn Nagle, PE Principal -In -Charge 31 M.S., Civil Engineering KS., Civil Engineer, CA, 46972 City of Whittier Pumping Plant No 2 Civil Engineering Also registered in NV, AZ, UT, Replacement and Guam R-28 Reservoir, P-27 Pumping Station -- and PRV-Stations 12_3, and 125 Ghartes Palzone, PE Project Engineer 7 M.S., Civil Engineering B.S., Civil Engineering Civil Engineer, CA, 84048 _124 _----..._.. Cit of Ontario RW 8 stem Hyperion Secondary Effluent Pump 60% Station _.. ___.- __-- Pacific Grove Local Proact Bohn Moynier, CEP, l 36 M A., Computer Certified Environmental _Water ..--_- Long -Te m Facilities Plan PEIR, OCWD CPM Assisted Cartography Professional, USA, 2014, Area Drainage Master Study, Flood QC Manager B.S,, Geography- #14041431 Control District of Maricopa County 15% Ecosystems Certified Floodplain Manager, Program Management for FloodSAFE .._USA 1.11- LI2008 US -08-03663 California, California DWR Mujahid Ghandoa, PE 12 B.S., Civil Engineering Civil Engineer CA, 76633 City of Santa Ana Stoon Drain Master Hydrology/Hydraulic Plan Review City of Anaheim, Master Plan of Storm 20% Drainage for North and West Santa Ana River Tributary Areas Karl Meier, PE 15 B.S., Civil Engineering Civil Engineer, CA, 71713 City of San Buenaventura, North Bank Technical Review Construction Quality Management Lift Station Upgrades 10% for Contractors, SPK-USACE- > County of Orange, Los Alamitos Pump 02.18-00060 Station Reconstruction . Spring Canyon Sewer Lift Station, Newhall County ixxs A 0 A Y I°x AL d Ptti0iOSAL Crvir. Center Storn water Li ftStetion Renovation Design Services Jerome Rud dins, CCM 34 3•S• Construction Certified Construction Manager, i » Mesa Water District, Well Automation Consfrudabi lly Review Management 3172 and Rehabilitation 10% Certified Inspector of Sediment City of Whittier, Pumping Plant No. 2 & Erosion Control, CA, 0763 Replacement Qualified SWPPP Practitioner, < Arroyo Simi Lift Station, Moorpark Marek Prxywara, PE 34 M.S., Electrical Electrical Engineer, CA, 14537 City of Santa Ana, Civic Center Electrical Lead Engineering Stormwater Pumping Stations 120% 1 B.S., Electrical Preliminary Study Engineering North Bank Lift Station Upgrades • Pebbly Beach Lift Station and Catherine Booster Station Yee Ping See, PE,LEED 20 B.S.,Electncal ElectricalEngineer,CA 17163 . CoronadoTransbayVFDlSwitchGear AP Engineering LEED Accredited Professional Replacement Electrical Engineer . Pechanga Sanitary Lift Station . Regional Recharge and Recovery, Zone 1 Reservoir and Zone 2 Pump Rich Davis, PE 39 B,S., Electrical Electrical Engineer l Engineering 25% , Sal Sheikh, PE 44 i M.S., Civil Engineering Structural Lead I /Structures 20% . B.S., Civil Engineering PE, SE, SECS Structural Engineer Electrical Engineer, CA, B6036 !I + Western Municipal Water District, La Sierra Pipeline and Pumping Station • MWRF High -Lift Pump #3 and Well 11 Also registered in AZ, NV, OH, UT, and Guam Structural Engineer, CA, 4234 Structural Engineer, USA- SFrR 1d17 -117A; Environmental Analysis and Design 10% Steve Slocum, PLS 16 j A.A., Surveying Professional Land Surveyor Survey CA, 9044 10% Certified Parry Chief, CA . City of Santa Ana, Civic Center Stormwater Pumping Stations Preliminary Study • Los Alamitos_Purn StatonRecon: Los Alamitos Pump Station Recon. « Orange County Flood Control On -Call Walnut Avenue Ovemrossing Pumping • OCSD Bay Bridge Pump Station & Force Mains Rehabilitation Study & EIR • City of Newport Beach, Little Corona • Mesa Water District, 00-44 Pipeline Reh abilitatton/Replacement • Sunflower Pump Station Rehabilitation, «Subconsultant Michael Baker is including C Below for potholing services. They have provided excellent services on many past projects. C Below I Potholing C Below offers professional locating and mapping services throughout Southern California. Their highly experienced technicians utilize the most advanced equipment in the industry. They locate horizontal and vertical locations of underground utilities including water, gas power, waste, communications, and cable/TV. Many different methods are used to locate these Utilities. These methods include GPR (ground penetrating radar), CCTV, utility locators, electromagnetic locators, and potholing. I N T 9 A N Ai 10N PL .r]' i6�c5�1 , Civic Center5tar+nwater'Li¢tStatianRenovatfan. Design Services Understanding of Meed Background The City of Santa Ana (City) owns and operates two (2) stormwater lift stations located in the Civic Center area, the Santa Ana Pump Station (Santa Ana PS) and the Flower Pump Station (Flower PS). The Santa Ana PS Is located adjacent to the retaining wall on the north side of Santa Ana Boulevard; it pumps stormwater to a nearby culvert in Santa Ana Boulevard. The Flower PS is located in the south-west corner of the Civic Center parking lot, adjacent to the retaining wall at the intersection of Flower Street and Sixth Street; it pumps stormwater to a 16 -inch gravity pipe in Flower Street. During the 2016 El Nino season, the lift stations experienced issues related to leaking and flooding. Following the rainy season, the City contracted Michael Baker International to perform a preliminary study to identify options and recommended upgrades. The study identified upgrades to replace the mechanical and electrical equipment, perform site and building improvements, and developed two alternatives for each pump station. The City's Parks Department has selected Alternative SAI for the upgrade of the Santa Ana PS, and Alternative F1 for the replacement and upgrade of all associate equipment for the Flower PS's renovation. The City is soliciting proposals from qualified firms to prepare Plans, Specifications & Estimates (PS&E) Contract Documents for the "Civic Center Stormwater Lift Station Renovation" project. Project Goals and Understanding The existing mechanical and electrical equipment within the two stormwater lift stations has reached the end of its useful life. The City would like to upgrade both pumping stations to NFPA 820 compliant and improve the reliability and safety of the Santa Ana PS and Flower PS to prevent flooding of the tributary Civic Center parking and walkway facilities, and to mitigate safety hazards to City staff. Based on Michael Baker's review of the RFP, our site visit, our discussions with the City staff and our experience on similar projects, we have identified the following primary project objectives. • Improve pump station efficiency, performance and reliability • Improve pump station operational and maintenance safety. • Assess the associated electrical equipment and overall site conditions at the pump station and identify recommended improvements/upgrades. • Develop contract documents for implementing the recommended upgrades. • Complete design and construction prior to the rainy season. Given the scope of work, anticipated bidding and contract approval time, and lead time for major equipment, this does not seem to be reasonable; however, Michael Baker offers a solution as described in Optional Task P in the following sections. Based on the project objectives stated above, we have identified the following key issues which are critical to the success of this project: • Identify the necessary electrical upgrades for the utility service and metering, including all coordination required with SCE • Identify and evaluate upgrades to the pump station electrical and site I e r e n n n t i u x A 6 Civic Center tormsraterLift.6totionRenovationDesignSery€ms • Identify the preferred upgrade solution(s) based on financial and O&M considerations. • Evaluate shutdown limitations and construction sequencing Key items regarding the project approach are electrical safety and maintenance convenience and providing protection of electrical equipment against harsh environment and sun exposure. Michael Baker will meet with the City to develop a detailed sequence of work and coordinate and finalize shutdown constraints (including duration). Sequence of work will address the fallowing: + Cooperation between contractor and City personnel • Dates and durations of construction and all shutdowns to be approved in advance by City in order to prevent flooding. Following sections described specific upgrades and Issues for each pump station. Santa Ana .Pump Station The Santa Ana PS was constructed in 1963 as part of the Civic Center Construction Program, and operates during a storm to prevent flooding of the parking structure and southern walkways. The pump station Is a vertical concrete structure with a concrete slab separating the lower wet well from the upper dry well. The dry well is set three feet below grade and houses three pumps and the electrical equipment; the pumps are 60 horsepower (hp), 30 hp, and 18 hp and are driven by electric motors, and the 60 hp pump and motor were replaced in 2016. After thorough review of the existing documents and Scope of Work, Michael Baker has identified the following proposed upgrades to the Santa Ana Pump Station. + Pump and motor replacement: remove and replace the two (2) older pumps, and keep the larger pump installed in 2016. Replace all three (3) of the existing pump motors with explosion proof motors. • Sump pump replacement: Remove the existing sump pump and replace with a %: hp explosion proof, solids handling sump pump. • Piping and valve replacement: Remove and replace the existing piping and valves in kind. • Structural improvements: Patch the existing concrete structure, seal penetrations, and provide gasketed roof seals. Remove and replace the metal enclosures over isolation valves. • Mechanical Improvements: Install a new HVAC system and seal openings between the wet well and dry well to declassify the dry well and comply with NEPA 820 requirements. • Electrical improvements: Remove and replace the existing electrical equipment to comply with NEC and NFPA 820 requirements. • SCADA: The existing RTU Panel, which provides monitoring and alarming signals to the City's SCADA system, will remain as is. Re -wire and re -terminate the wiring to and from the RTU panel as required. M1ulrtaoYOaker; PROPOSAL Civic CenterStormwoterLiftStationRenovotionDosigr1Services • Instrumentation: Remove the existing bubbler level Instrument and install new pressure transducer. Float switches will be provided as back-up to the new pressure transducer. Install an intrusion switch to notify the City when the hatch door is open. Flower Pump Station Upgrades The Flower PS operates during a storm to prevent flooding of the parking lot near the intersection of Flower Street and Sixth Street. The pump station Is a vertical concrete structure with a metal grating separating the lower wet well from the upper level that houses the electrical equipment. The existing pumps are 10 hp and 20 hp axial flow pumps, and are driven by electric motors. During a storm, water cascades through the floor grating and into the wet well, and the grating serves as a coarse screen for debris. During the 2016 site visit, Michael Baker noted a significant amount of debris and trash was present on the grating and within the wet well. In addition to the debris, Michael Baker noticed that the wet well was completely full, although electricity was being provided. This could indicate that the control system is not operating as intended. The proposed upgrades at the Flower PS include: • Pump and motor replacement: Remove existing horizontal -axial pumps and replace with explosion proof submersible pumps installed on guide rails. • Piping and valve replacement: Remove and replace the existing piping and valves. • Structural improvements: Modify the existing structure to accommodate the submersible pumps, including adding structural reinforcement, safety rail, and access hatches. Patch the existing concrete structure including roof hoist. Remove and replace existing metal grating, the new grating will cover the entire floorspace. • Site & drainage improvements: Modify local site grading and install a Continuous Deflection System (CDS) Stormwater Treatment Unit to capture debris before it enters the wet well. The CDS unit will decrease maintenance requirements for debris removal, and will better prevent debris from reaching and potentially clogging the pumps. • Electrical Improvements: Remove the existing electrical equipment and replace with outdoor NEMA 3R NEC compliant electrical equipment. Replace remaining electrical equipment within pump station (lighting, receptacle, etc.) with Class 1 Div 2 rated equipment. Seal conduit penetrations to the pump station and provide explosion proof conduit fittings to comply with NFPA 620 requirements. • SCADA: Install a new NEMA 4X Remote Terminal Unit similar to the unit at the Santa Ana PS including a Yagi directional antenna. The new RTU Panel will provide monitoring and alarming signals to the City's SCADA, • Instrumentation: Remove the existing level instrumentation and install new pressure transducer and back-up float switches. Install an intrusion switch to notify the City when the hatch door is open. INY Bk Nn Yl 0 n nu p PROPOSAL '1 . Civic Center5rormwater Li ftStatioa Renovation Design Sw&es v € s ...h... .Y.. as .1 �5. .. Tasks and Deliverables Michael Baker has reviewed the City's proposed scope of work detailed in Attachment 1 of the RFP, and has included a complete outline of the tasks and deliverable in the Scope of Services Section. Optional tasks have been identified, as described in the Suggestions or Special Concerns section below. Suggestions or Special Concerns The following optional tasks have been Identified in addition to the tasks listed in the RFP. We believe these tasks will provide additional value to the City. Task N — Field Survev Due to the proposed re -grading near the Flower PS for installation of the CDS Stormwater Treatment Unit, a field survey of the area will be required to determine existing conditions. To limit the cost of this task, a small survey area was assumed. The field survey of this area can be completed by a 1 -man survey crew within one day. Field Survey of the Santa Ana PS is not included in this task, since there are no proposed re -grading activities. Task O — Potholing If utilities are discovered around the proposed CDS Stormwater Treatment Unit and storm drain, Michael Baker will (at the City's request) identify and coordinate field potholing activities to verify the vertical and horizontal location of critical utiiltles. The potholes will be performed using vacuum excavation technology. The potholes will be backfilled with native soil or fill sand. A permanent surface patch will be provided at each pothole location. Task P - Design of Temporary Pumping System The RFP states that the City's goal is to complete construction prior to the rainy season. Based on the preliminary schedule developed, this will not be feasible due to the listed Design Services Project Award Date (July 17, 2018), and an anticipated construction duration of 5-6 months. Construction duration will be dictated by the lead time for the pumps, which is typically 3 months from approved submittals. To mitigate the City's concerns related to the 2018 rainy season, Michael Baker can provide a design for a temporary pumping system prior to the rainy season. The temporary pumping system could be put in place by the City or an on-call Contractor. The following potential value engineering opportunities have been identified during preparation of this proposal: Provide a floor drain in the Santa Ana PS to mitigate the electrocution hazard that is present. Although the dry well will be sealed as part of Alternative SA1, the existing electrical equipment will remain below grade, and may be subject to flooding throughout the lifespan of the pump station, A floor drain mitigates the electrical hazard by preventing ponding of water as long as the pump station is operational. A gas-tight seat will be required at the floor drain. "t47icbaat aufrc�r- PROPOSAL Civic Center StorrnwaterLiftStattonRenovation DesignServitas Propose removal of pumps at the Flower PS from the parking lot via a small truck mounted crane. This would eliminate the roof hatches, associated structural reinforcement, and handrail at the Flower PS. Access to the roof is from the Civic Center entrance/exit, and roof access from this area presents traffic and safety concerns, Potential advantages include cost savings, improved access to the pumps for maintenance, and aesthetic Improvements. Michael Baker will discuss this option with City staff at the project kickoff site visit, Michael Baker's fn -house Surface Water Department developed a detailed master plan of the City's Civic Center in 2016. The data gathered during the master plan will be reviewed to verify the conclusion of the preliminary study that the pumps are correctly sized. This detailed information will provide added value to prevent future flooding, and may provide an opportunity to reduce the pump size, thus reducing capital, operation, and maintenance costs for the City. mmmmw— I424RRITIONAL 10 Civic CenterStormwater Lift Station Renovation Design Sorvices Relevant Project Experience Michael Baker Is a leader In the field of water resources engineering and provides a full range of professional services from analysis, concept through design, and construction support services. Michael Baker has proven experience in developing practical and cost-effective solutions to meet water resources design challenges. Within the last five years we have completed design for numerous projects which demonstrate the ability of our experienced Project Team to efficiently and effectively support the City of Santa Ana on this contract. Our team's work on the Stormwater Pumping Stations Preliminary Study performed for the City in 2016, in conjunction with development of the City's Storm Drain Master Plan — including the area of the subject site, brings great insight and background for proposed project improvements A sampling of relevant projects includes the following: ir)a, r ,1M.E. 2"'F.•., , ,bu_.a 1_f r a .r• - 1 cs.. t;* . 4:-�,Y W r..,,,, .1a. hfe, Stormwater Pumping Stations Preliminary Study I Santa Ana, CA Client: City of Santa Ana, 20 Civic Center Plaza, Santa Ana, CA 92702-1988 Reference: Mr. Sean Thomas, (714) 647-5655 Year: 2016 Team Members Involved: Marek Przywara (Electrical Engineer); Sal Sheikh (Structural Engineer) Michael Baker provided engineering services for evaluation of two stormwater pump stations located within the Civic Center area. Each pump station experienced leakage and flooding problems during the EI Nino season of 2016. The study consisted of on-site inspections and visual assessments of the structure, electrical equipment, mechanical equipment, and general conditions of each facility. Alternatives and preliminary costs were developed for both pump stations. The Santa Ana Boulevard Pump Station is located adjacent to the retaining wall on the north side of Santa Ana Boulevard; and pumps stormwater to a nearby culvert in Santa Ana Boulevard. The Flower Street Pump Station is located in the southwest corner of the Civic Center parking lot, adjacent to the retaining wall at the intersection of Flower Street and Sixth Street; and pumps stormwater a 16 -inch gravity pipe in Flower Street. Santa Ana Storm Drain Master Plan ( Santa Ana, CA Client: City of Santa Ana, 20 Civic Center Plaza (M-30), Santa Ana, CA 92702-1988 Reference: Ms. Mindy Ly, Senior Civil Engineer, (714) 647-5665, Mtypsanta-ana.orq Year: 2016 (Phase 1) Additional modeling is ongoing Team Members Involved: Mujahid Chandoo (Engineer, Hydrology/ Hydraulic Analysis) Michael Baker provided professional engineering services to update the city's storm drain master plan. The city has an established drainage system with some segments over 50 years old and other segments recently constructed. The last city-wide hydrology and hydraulic analysis of the am= -s ANY@PN 11TiANpt 11 31 Civic Center Starmwoterl t(iStation Renovotion Design Services entire storm drain was completed in May 1994. Michael Baker analyzed the city's main line drainage system to ensure consistency with Orange County requirements and prepared a hydrology study for the entire 28- square miles drainage area. The hydrology was divided into seven sub -watersheds, each draining to County regional flood control facilities. The 10-, 25-, and 100 -year discharges were calculated in accordance with Orange County Hydrology Manual (OCHM). Small Area hydrographs were prepared for each inlet catch basin location for use in the hydraulic routing analysis. Existing inlet capacity was evaluated and rating curves for the captured flow (to the storm drain) were developed. The capacity of the existing storm drainage was evaluated based on the Orange County design criteria to determine system capacity sufficiency utilizing a hydrodynamic hydraulic model. A comprehensive list of needed storm drainage improvements was then generated. Michael Baker performed a 1 D/2D hydraulic analysis to evaluate existing facilities and recommend feasible ultimate storm drain sizes based on the hydrology study results. The existing condition results were correlated using pictures and maintenance records of known flooded locations and recent January 2017 storms. The hydraulic analysis also evaluated the tallwater for tie-in location at the existing County regional drainage systems, HEC -RAS was performed for these regional channels using design discharges from As-Bullts or FEMA studies. Michael Baker also provided an Esri ArcGIS geodatabase of city storm drain facilities, including storm drain pipes, city -owned drainage channels, manholes, catch basins, and culverts. The results of the 1 D/2D hydrodynamic model generally result in smaller pipe sizing than traditional steady state or normal depth models. This results in a costs savings for the city. a'VN mccn . klCUCJ2RP.W,wX„ x r wY suVt 4 dr�A4i �,.�ri' +S;ti? s , ItW'edhtin:�tl . SA' _Lr.Mbdi.Ndu' uu,v^5 fi+ I� M',* ;# g ,h ,. , -.^.•;.:t North Bank Lift Station Upgrades ( San Buenaventura, !CA. Client: City of San Buenaventura, 501 Poli Street, Ventura, CA 93002 Reference: Ms. Betsy Cooper, Senior Civil Engineer (805) 654-7848, ecoo er \7 ,r ti.irawater.ngt Year. 2018 Teams Members Involved: Karl Meier (Project Manager), Marek Przywara (Electrical Engineer) Michael Baker performed detailed hydraulic analyses of the lift station and force main to establish a baseline for the actual hydraulic capacity of the sewage conveyance system and identified deficiencies and capacity limitations. Michael Baker also analyzed the existing NBLS and force main under projected peak flows to determine the extent of upgrades required to convey future peak flows. The existing electrical and control system were also evaluated with recommended upgrades identified. As a part of this project, Michael Baker also met with City Engineering and Operations staff to discuss existing operation and maintenance issues at this 3,200 gpm dry/wet-pit lift station to ensure that these issues would be addressed as a part of the overall upgrade project. Michael Baker developed a comprehensive PDR that considered four upgrade alternatives and corresponding cost estimates to Ifl YkXd M1TIUXAL 12 PROPOSAL Civic Center StorrnwaterLi fTStationRenovation Design Services address both capacity limitations and operation and maintenance issues. Michael Baker then completed final design of the selected upgrades which consist of, • Removal of three (3) existing VFDs and installing four (4) now PowerFlex 753 VFDs. • Installing new wiring between new VFDs and new motors. • Installing additional digital input and analog output card for PLC • Removal of existing in-line grinder electrical distribution and control panel and wiring, • Removal of three (3) existing pumps and motors and install four (4) new vertical shaft driven dry pit screw type pumps and motors equipped with flywheels. • Removal of three (3) existing in-line grinders and installing 8 -inch diameter suction pipe and eccentric reducers at all four (4) pump locations. • Removal of existing 4 -inch and 6 -inch discharge pipe and valves at three (3) pump locations and replacement with 8 -Inch diameter discharge pipe, plug valves and eccentric reducers at all four (4) pump locations. • Removal of existing 6 -inch swing check valves and replace with 8 -inch non -slam rubber flapper swing check valves. 3 ,'ta', Reconstruction of the Los Alamitos Pump Station and Retarding Basin 6 Orange I Los Angeles Counties, CA Client: County of Orange, 300 North Flower Street, Santa Ana, CA 92703 Reference: Mr. James Volz, Principal Engineer, (714) 647-3904, jpmes voizCo2ocpw occ.v.com Year: 2014 (Construction) Team Members involved: Sal Sheikh (Structural Engineer), Fabio Sanchez -Duran (Structural Engineer), Karl Meier (Project Engineer); Yee Ping See (Electrical Engineer) Michael Baker provided preliminary and final design, construction support, and commissioning services for the design of a new 800 -cubic -feet -per -second (516 MGD) stormwater pump station with engine -driven pumps to replace an existing pump station facility. The original Los Alamitos Pump Station was constructed in 1958 to pump storm water from low-lying marshlands up to the San Gabriel River. Pump Station. The pump station includes four (4) vertical mixed flow pumps with a design capacity of 129 MGD. Each pump is driven by a 1500 hp dual -fuel engine (natural gas and propane). Engine related components include a compressed air starting system, primary and secondary jacket water cooling system, natural gas primary fuel system, and propane back up fuel system. The pump station also includes a low -flow pump station with submersible pumps in a separate wet well with a total capacity of 5 MGD. Force Main Rehabilitation and Condition Assessment. Each pump discharges into a new 54" force main, which connects to a rehabilitated 54" force main that siphons under the Haynes Steam Plant intake open channel, and discharges to the San Gabriel River. The existing force mains were originally RCP. As part of the project, a condition assessment was performed including a INY91tN M1YltlNA4 - 13 PROPOSAL Civic Centar.5tormwaterUft5tation Rennvotiun ttesigoServtces CCTV inspection and concrete core samples taken out of the manhole structure. The assessment found that the existing force mains were in sufficient condition for rehabilitation instead of complete replacement. The final design included a structural CIPP liner for each force main. Electrical and Instrumentation. Electrical and instrumentation design was provided for the entire pump station including the submersible pump station, compressed air, cooling system, fuel systems, building lighting and HVAC. The design also Included a 280 kW generator to back up loads at the pump station except for the main pumps, which have a separate propane back up system. Structural. Structural design was provided for the 130' by 55' buildingXMIZ N&; with separate rooms for the engine, electrical equipment, compressed air, and storage. Reinforcement for the roof accommodated a 5 -ton bridge crane lifting system that reaches all areas within the engine 600 room. Design also included a 30' deep main wet well separated by bay walls for each pump, a low flow wet well, and an inlet apron to transition to the retarding basin. Site Civil Design and Phasing. Site civil design included design of paving, grading, drainage, access roads, and yard piping. Design also included locating equipment such as a generator, propane tanks, air receiver tank, storage building, electrical equipment, and a storage building. Constraints of the site civil design included working around an environmental wetland, keeping the existing pump station in service, an existing overhead transmission line going through the site, and fire department access requirements Architecture and HVAC. Architectural and HVAC design was provided to meet the requirements of the County of Orange, City of Long Beach, and City of Seal Beach. The building included masonry walls with stucco finish, and a tiled roof facing the nearest residents. Ventilation design includes a series of 12 exhaust fans. Construction Support and Commissioning. Extensive construction support was provided by the Michael Baker team in the form of shop drawing reviews, RFI responses, regular meetings, and construction observation. Some of the biggest issues that came up during construction were complying with fire department requirements, and environmental permitting requirements. Commissioning services were provided to assist the County with setting the requirements for starting up the pump station and making it fully operational. Additional Support, There was a myriad of other critical support services provided on this project that all contributed to the success of the project, including multi -agency permitting and coordination, CEQA compliance, regulatory permitting (Army Corps, Department of Fish and Wildlife, RWQCB), survey, landscape design, stormwater compliance, geotechnical, physical modeling, dry utility coordination, acoustical analysis, and public outreach. 1HY4KHATf4NA4 14 PROPOSAL Civic. CenterStoramater Lift Station Renovation Design Services Whittier Pumping Plant No. 2 Replacement Project I Pico Rivera, CA Client: City of Whittier, 13230 Penn Street, Whittier, CA 90602-1772 Reference: Mr. David Pelser (former Director of Public Works for City of Whittier, now with Meridian Service Metropolitan Water District) (562) 298-8476, DavidCa mrmetro.org Year: 2016 Team Member Involved: John Nagle (Project Manager), Marek Przywara (Electrical Engineer), Sal Sheikh (Structural Engineer), Fabio Sanchez -Duran (Structural Engineer), Jerome Ruddins (Construction Management) Michael Baker provided design engineering services and construction phase support, including full-time construction management and inspection services, for the Whittier Utility Authority's (WUA) Pumping Plant No. 2, which was originally constructed in the 1930s. During the preliminary design phase, Michael Baker conducted a comprehensive hydraulic analysis of WUA's water supply and distribution systems, reviewed WUA pump station operations and control schemes, and identified off-site improvements that would increase the operational capabilities of their existing distribution facilities. The WUA expanded the scope of the PP2 Replacement Project to incorporate these improvements and also to upgrade their Supervisory Control and Data Acquisition (SCADA) system at all of their facilities. The final design of the PP2 Replacement Project addressed several different critical design issues, including mitigating the potential for liquefaction resulting from a seismic event using an in- situ soil remediation system, developing a pumping facility layout that makes the potential future conversion from electric motors to gas engine -driven pumps possible, ensuring that the operation of the new facility continued to meet all existing water quality requirements of the State of California's Division of Drinking Water (DDW), and developing a comprehensive five -phase construction program to ensure continuous water supply for WUA throughout the project. Michael Baker identified off-site improvements to increase operational capability of existing facilities; evaluated pump station and control schemes; provided hydraulic analysis; and performed structural and electrical engineering, surveying, and mapping. Michael Baker also provided final plans, specifications, and estimates (PS&E); CEQA compliance (notice of exemption); and construction management and inspection. Completed in February 2016, the new Pumping Plant 2 Facility was re -dedicated as the Marshall R. Bowen Pumping Plant and includes a 18.9 -MGD pump station with 17,500 gpm of pumping capacity to enable WUA to pump during off-peak periods and reduce power costs; two 2.2 -MG above -grade steel reservoirs to serve as the forebay and provide operational storage; a 6,400 - square -foot pump building, including office space for water production and pumping plant personnel; new piping and control valves at off-site reservoirs; and upgraded SCADA and radio communication facilities throughout the entire WUA service area. IN Y 99 M A T 10 H AL 16 PROPOSAL ram Civic Center StormwoterLitStotionRenovation NAP ervtces Avalon Catherine Booster Station and Pebbly Beach Lift Station CIF' Projects I Avalon, CA Client: City of Avalon, 410 Avalon Canyon Road, Avalon, CA 90704 Reference: Mr, Bob Greenlaw, Public Works Director. (310) 510-0220, reenlawof ,cityofavalon.com Year: 2017 Team Member Involved: Marek Przywara (Electrical Engineer) Michael Baker provided design and construction services for the Avalon Sewer CIP Electrical Improvements Project that consisted of upgrades to electrical Infrastructure for the Catherine Boaster Station and Pebbly Beach Lift Station, including City SCADA integration. The Catherine Booster Station required replacement of the existing Motor Control Center (MCC) line-up with a new MCC panel and included the following tasks: removing of existing MCC panel and replace with new NEMA 4X rated MCC. MCC panel line-up included the control panel with Mission Communication RTU and SCADA communication equipment; replacing existing cables to (2) 120 HP booster pumps; replacing main 400 -amp feeder incoming to the new MCC panel; reconnecting all existing equipment to new panel including ATM power next to panel; reconnecting e)dsting instrumentation, control and signal wires to new panel terminal strip; providing conduits entering or leaving the vault with the approved duct seal. The project also included heater/fan system to prevent condensation; panel lighting and duplex 20A 110 VAC power plug; Ethernet switch; phone jack to access existing telephone connection and Sensaphone RTU; spare Ito cards for future SCADA upgrade in panel, etc.; and providing specification and engineering cost estimate. The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and electrical distribution equipment from the vault and installing the new NEMA 4X rated meter main and distribution equipment above ground level. The project included the following tasks; coordination with SCE; removal of existing NEMA 1 rated Edison Meter Switchboard from the dry pit and replace it with new 250 Amps NEMA 4X rated Metered Switchboard; intercepting existing Edison conduit and re-routing to new meter panel; removal of NEMA 1 rated City -owned Auto Transfer Switch (ATS) from the dry pit and replace it with new 250 Amps NEMA 4X rated above ground ATS; removal of sub panel and step down transformer from the dry pit and replaced it with NEMA 4X rated Mini Power Center (MPG) panel above ground; replacement of non -explosion proof lights, receptacles, sensors and auxiliaries with the explosion proof equipment in the dry pit; providing explosion proof fittings/seats for all cables entering or leaving the vault (dry pit), IN it AN Al 10 1 nb 16 PROPOSAL 4 '�w Civic CenterStormwraterLiftStattanRlensvadon Design Services Demonstrated Experience in Dump Station Design The table below is a partial list of pump station projects Michael Baker has designed, demonstrating the depth of experience we bring to this project. Proven Expurienro In Pump Station Design SGtaa`tatl ProjeGtS i dlerN-Orme[ rte_ L4 SmIdu Pomp SIAdoa 19.4M r r ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓: ✓ Waamm Munl al W41NDMtrlod IMlgatlon BOwWrIMmp SSM006 for Reoyoldd WAt.r Oollvdm InGPM M,. ✓ ✓ _ ✓. ✓ _✓. -. .✓ r Syed.., CIV NOO69r18 WhAvor Pumping Plant No, 3 R4plaoomant 1019 M1'an ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓. ✓ ✓ r Ciy pfMIMen CAOIOn oI AGO& MbhRok ppupp Statim _ ✓ ✓ - ✓ .� ,✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ alsanNV SPAR C4nXon Paddy S+atbn z=W - ✓ ✓ ✓- ✓ ✓ ✓ ✓ ✓- ✓ ✓ ✓ ✓ ✓ ✓ Naxfidl CBumy tYaPf OkYi4Y Elpehhawer Maglgef COnler Pump glulPon and Fbldln ADD GPM ' ✓ ✓'- -✓ ✓ ✓ W ✓ ✓ ✓ ✓. ✓ Hlfienhawar AledmAl Ganbr " ROeaCaie Pump 0000m (N.) Am GPM ✓ ✓' ✓W ✓ r ✓ ✓ ✓ ✓' r ✓� ✓ ✓ : r Ciy o7AmaA 11WaPM SHAH N9.Dr41sat- Emd 3 Ma4A1gr pump StAtlon -$m04GPM ✓ - ✓ ✓-, ✓ ✓- ✓ d ✓' r r r ✓ ✓- ✓ ✓' 1 ✓n Mo)Ava Wamr Apoh' Rdnllmok DOOR Paw 3ta11amV"md.. - Sure aDA, GPM f. ,..' r'-. ✓ r- ✓ ✓ Ir I YarivaCmny tllarcmadc50mYct9ll 4pA4P�i35tpM Plant No;aWaiarFwNlths - . &000aPM. r ✓ ✓ ✓ ✓ ✓ - ✓ �✓ _ fJ _ ✓ Y.✓' Intllo WebrANwUV '. Lamanda, Park GOOMOr RAMP f1mion. Am GPM .' ✓ ✓ .._....... ✓ __.. 7 ✓ ✓ ✓ - _. _.. .....w. Gafbrnla Armrlgdn Wubr _....c Nara GO Mar PMIPP'4ta91ons(nowand umparelon 00dOIDID - '4WOMM- - ✓ ✓ ✓- r ✓ ✓ ✓ '✓ ✓ ✓ ✓ ✓ ✓ .... ✓ ' ✓' VRAMLYon 4O Gu . i,WO W+M krud CAnyan Orel Aanxmdo/Recycled W4napomp VdAtion. - - Adm"PMmrG `* 'r r..✓ ✓ ✓ ✓ ✓ ✓ d ✓ ✓ ✓ ✓ .r ✓ f:e/rt9ldm HdL' - Im"a MOANI _ Vf§5'b'ano PamPtng Station BCiZH Fd4nas8bYanPResorvdtr . - ✓ { ✓: ✓ ,/' 'j {' r. ✓ J ✓ .: r'. ✓ .✓ J ✓' LaaVogacWSmY riMsrRMtd .:r {dyardami0cAGGG ... grah1hM6pumpen,vA. '. '.iwo GPM 'yJ.e ,/.: ✓ ✓ ✓' ✓ ✓ ✓''r ✓ ✓. ✓ ✓ ✓'✓ r^' Nun Sash D"WorAlll OM CIRndP Pump Stddpn " g,WOGPM ✓ ✓ ✓ ✓ ✓ { ✓ ✓ r ✓ ✓ ✓, ✓ ✓-✓e Chino O64,DvIllerAu&nr'y .✓. Ohino I nipyrade) and 11(Bawl TmAld Wats Pump Stallm4' 'GtOOupwauM d. ✓ r .✓ ✓ ✓ -✓. r f ✓ ✓. ✓ ✓ ✓ ✓ ✓ I- ✓,' C01no DIM Deea(mrklmily - N. -TMG) Rdrnwa 1501 Pur* 909-11 1;OO4� ✓ ✓ ✓ ✓. ✓ ✓ { ✓ % ✓ f { _ OMPmaVaMyRWr N"Rawl poakY RAuvrvte 1789 [1801 PvT artnm :4YrGFM J "✓ ✓ ✓ -✓ ✓ +f I' r r' ✓ ✓ ✓ ✓ ✓ ✓, ✓ P1ellwro ValAy Mdlmdt wa(9roiebbt d,000 CWM Nlghldnd Boasmr5ta11oRUygmda 1;AW GPM ✓ .✓ ✓ ✓ r y@baLMdaWIMP 019101Senna Uoderty Pump naton Upgrade g,Wp GPM✓ le'AIDAGtatlan(1G14gOum r r ✓ ✓ ✓ le ✓ Nrl_ ✓ ✓ /winoKno 98Na kmryarldWnMrph9bl DAN ✓ ✓ ✓ ✓ ✓✓* GMap n`ayxpMd;k 880Lonq Boostorfidmp5todan - &IMGPM ✓. ✓ ✓ ✓ ✓ r CIVof&an 6umisvxrAlr4_ TOm1110 Avonua Pump Slaron Alld Resomour W 4WD GPM r ✓ _ ✓ r J• ✓ ✓ ✓ ✓ _ ✓ Vr ✓° 61doI810n01Hill HIIIWP Pump stub"And Re.mmalr..`-..w. 400 OPM� ✓ ✓ ✓ ✓ ~✓W ✓ ✓ ✓ ✓ ✓ ✓" CIV WSIOr k1111 MOIwAlkpumd StalloR Kl Mcm ✓ {. ✓ ✓ { _ LL✓ ✓ — _ U.S. Ar:t'i Cmpaof F'ngdmac Rarm,, etndon ncf0 ✓ ✓ ✓ ✓ ✓ ✓ d ✓ - ✓ aay`wrNa pa DlMim Did. Strodt Pump Riddm And Reservoir 40 GPS ✓ ✓ ✓• ✓ W ✓ ✓ ✓ ✓ Ranoho CArnia W40 r DIMM rAfi haati 64 PROPOSAL Civic Center StormwoterLt t 5totton RenovotionDesign Services l�M 1. Mr. David Pelser (former Director of Public Works for City of Whittier, now with Meridian Service Metropolitan Water District) (562)298-8476 David�dftmrmetro.org City of Whittier 13230 Penn Street Whittier, CA 90602 Project: Whittier Pumping Plant No. 2 Replacement Project Year., 2016 Ms. Betsy Cooper, Senior Civil Engineer (805)654-7848 ecoonerCcbventurawater ne City of San Buenaventura 501 Poli Street, Ventura, CA 93002 Project: North Bank Lift Station Upgrades Year: 2018 Mr. Bob Greenlaw, Public Works Director (310)510-0220 byraenlawo7cit ofavMlon,;oom, City of Avalon 410 Avalon Canyon Road Avalon, CA 90704 Project: Avalon Catherine Booster Station and Pebbly Beach Lift Station CIP Projects Mr. Danielle Mueller, Utilities Manager (562)904-7110 DMueIIe�u7dgyvne ca.or City of Downey 11111 Brookshire Avenue Downey, CA 90241 Project: Blandwood Rd/True Ave Lift Station Year: 2016 2, Mr. Chino Consunji, Director of Public Works (626)939-8416 CConsun'i o westcovina&g City of West Covina 1444 W Garvey Ave S, West Covina, CA 91790 Project: Azusa Sewer Lift Station Year: 2017 3. Rodney Woods, Director of Engineering (949)831-2500 RWoods Qmnw,drg4m Moulton Niguel Water District 27500 La Paz Road Laguna Niguel, CA 92677 Project: Paseo DeValencia Lift Station Year: 2017 c- 6 - Inv tits Ai1011A6 18 Ar i Y -A . Wil an "VNI" Oman re , 1; iF "d�e . S SFJ'"` rr4 w _ x � � c'+4P ar' I ''' :•f i`m w,yp�•ar�A�c ,�: rfi r�kr' G x I rt r� �d s a• _ A t �r'�iit ,Tr 3 ef¢k[ i "''z`�t _ R 5° Az "Ar I v11 ri y F P d t V"'" 8E' v Al= *p rr� .: �i J< ' r� �F M1'"X4�re"�ki';�e aPrv= 4 r rx,;§ �,. � i4 rt•"' rS'Lbaa�i � 5�,. ec t3'NO Sh4.. t si fox L. xu A. i 1 ,xn v�•!: na�t�,.w`�sa��= _ n.... own 0 J t'rr�r _ + k,� :ss� � u�w Ar i Y -A . Wil an "VNI" Oman re , 1; iF "d�e . S SFJ'"` rr4 w _ x � � c'+4P ar' I ''' :•f i`m w,yp�•ar�A�c ,�: rfi r�kr' G x I rt r� �d s a• _ A t �r'�iit ,Tr 3 ef¢k[ i "''z`�t _ R 5° Az "Ar I v11 ri y F P d t V"'" 8E' v Al= *p rr� .: �i J< ' r� �F M1'"X4�re"�ki';�e aPrv= 4 r rx,;§ �,. � i4 rt•"' rS'Lbaa�i � 5�,. ec t3'NO Sh4.. t si fox Civic. CeaterStormwoterLi t5tictionRenovationDesignServicas . Safa Kamangar, PE, PIMP, CCM, QSD Project Manager Mr. Kamangar, recently joined Michael Baker and brings over 20 s years of experience in water, wastewater, and water reuse, planning, design, and construction management in both the Years of Experience: 20 private and public sectors. His previous experience includes I I design engineering, staff augmentation, on-call contract EducatronlTraining: Ms., 2000, Civil Engineering, consultation, program management, design -build owner 1 University of Tehran representative, construction management, and resident I es., 1997, civil Engineering, engineering. As a design engineer Mr. Kamangar, has Azad university, Iran performed hydraulic calculations, mechanical design, detailed design drawings, development of specifications, site work, and Llofe s field calculations. As a Construction Manager, he has been Professional Engineer, conal Engineer, responsible for construction oversight, schedule management, California, C70118 budget tracking, and contractor negotiations # Project Management Professional (PMP), 1863656 Project Experience $ Certifled Construction Manager, 1 6341 Storm Drain Pump Station SD -03, City of Long Beach. Qualified SWPPP Developer Preparing complete design package for upgrading the existing I (QSD), 23059 storm drain pump station SD -03, which included replacing i Envision Sustainability existing pumps with three new each 31,500-gpm verticalj Professional turbine pumps, installing new VFD's, trenchless relining of existing discharge piping, installing new gate valves, and I OSHA 30 -Hour Construction installation of a new 1 -MW gas engine standby generator. outreach Training OSHA 40 -Hour HAZWOPER Paseo De Valencia Sewer Lift Station Rehabilitation. Certification Moulton Niguel Water District. Including removal of existing y Confined space Training pumps and installation of two new pumps, piping and new Honors and awards: electrical components. Project also included evaluation of Recipient of orange County existing wet well structure and lining and recommendations for g structural and lining repairs. I Engineering Council's 2012 1 Young Engineer Award Azusa Avenue Sewer Lift Station. Cit of West Covina. City P Recipient of 013DBIDi Western Region's 2013 Distinction Project included removal of two existing pump stations and i Award constructing a brand new submersible wet well type pump station and controls, including backup generator. Project also I Professional Atrillatlons: included designing a by-pass system and providing sequence I American Public Works of construction. I Association American Society of Civil Tiffany Pump Station. Garden Grove Sanitary District. Engineers Project Manager in charge of design and engineering American waterworks calculations and developing 50%, 90% and final plans and Association specifications for replacing the existing Tiffany sewer pump ; Iranian American society of station, influent gravity lines, and forcemain. Engineers and Architects Orange county water Western Pump Station Replacement. City of Glendale Water Association & Power. Design and Construction Management of GWP's ' Project Management Institute existing pump station including sizing a 200 hp and a 400 hp nwill- I N l'6 N N A T 10 NAI Safe Kamangar, P.E., PMP, CCM, QSD PROPOSALa f Civic CmrrCmr�toranwac�rL.i�tStaticar7RmnuucrtiWntimsiBnSmrvicros horizontal split case pumps and motors, piping modifications, new electrical service, VFD's, instrumentation and controls. Portola Hills Lift Station Abandonment. Irvine Ranch Water District. Project Manager for preliminary and final design, This project consisted of abandoning the PHSLS, which is located near the intersection of Glenn Ranch Road and Saddleback Ranch Road. As part of the abandonment of the PHSLS, this project included installing approximately 4,000 linear feet of new 12 -inch diameter gravity sewer, and increasing capacity of 1,300 linear feet of existing 8 - inch sewer. The increase in capacity occurred in Glenn Ranch Road from Portola Parkway to Ellipse Street. It was proposed to remove the existing 8 -inch line and replace it with a 12 -inch sewer in the same trench. Another option was to install 1,300 feet of 12 -inch sewer in a new alignment and abandon the existing line in place. Blandwood Rd/True Ave. Sewer Lift Stations Replacement. City of Downey — Resident Engineer for construction of a new sewer lift station to replace two existing stations, Including wet well, pumps, wash down system, electrical and controls. Project also included constructability review and value engineering, which resulted in substantial changes in the original design for betterment of the project, Arantine Hills Sewer Improvements. City of Corona. Construction manager overseeing a team of 3 inspectors and 2 project engineers, managing 3 separate contractors for construction of a new sewer lift station, overflow structure, forcemain, and gravity sewer, for a total construction cost of $7M. Edgewater Sewer Lift Station, City of Huntington Beach - Construction manager for construction of a new wet well type sewer lift station, forcemain, piping, electrical and controls, Project includes construction of 30 -ft deep wet well structure less than two miles from coast line which required extensive dewatering and monitoring program, for a total construction cost of $4M. Algonquin Sewer Lift Station. City of Huntington Beach. Project Manager. Managed project that consisted of keeping operational of existing Algonquin Lift Station while constructing a new station adjacent to the existing one. Project included construction of concrete structure 35 -ft deep, construction of valving and metering vault, construction of new sewer mains, force mains, and manholes, installation of new power and control system, and provided start-up protocol and check list. La Bonita Park Water Facility. City of La Habra. Engineering Manager leading the design team for this $12M Water Facility Design/Build Project. project consists of construction of a new water reservoir, a new pump station with 5 vertical turbine 200 -hp pumps, construction of a flow control facility with three different operational modes (most complicated Cie Valve to date), equipping of a new well, construction of pipelines ranging from 8 -in to 24 -in, and site restoration and park improvements. San Joaquin Booster Pump Station. Laguna Beach County Water District. Project Manager. Managed design and construction management/inspection of upgrading District's existing Booster Station. Project included removal of two existing split -case pumps and installing three new vertical turbine booster pumps and removal and installation of new electrical system and controls, while keeping existing building intact and in service. Safa Kamangar, P.E., PMP, CCM, QSD Civic Center 5tormwaterLift 5tatfon Renovation Design Services John Nagle,.P,E, Principal -in -Charge Mr. Nagle has practiced in the field of civil engineering for many years and has extensive experience in planning, designing, and providing construction support services for major water and wastewater facilities. He has been responsible for the preparation of numerous construction plans, specifications and cost estimates for water and sewer pipelines, water pumping stations, wastewater lift stations, wells, and reservoirs. He has also prepared master plans for both municipal and private - sector clients for potable water, sanitary sewer, and recycled water systems. Mr. Nagle has used his combination of planning and design experience to prepare capital improvement programs, condition assessment studies, and engineering feasibility studies. He is a proven Team Leader and well- respected Project and Task Manager, committed to delivering technically sound and innovative design solutions. Project Experience Whittler Pumping Plant No. 2 Replacement Project, Pico Rivera, California. City of Whittier. Project Manager. Michael Baker provided design engineering services and construction phase support, including full-time construction management and inspection services, for the replacement of Whittier Utility Authority's (WUA) Pumping Plant No, 2, which was originally constructed in the 1930's. The new PP2 facility includes a new 18.9 -MGD pump station, with 17,500 gpm of pumping capacity to enable WUA to pump during off-peak periods and reduce power costs; two 2.2 -MG above -grade steel reservoirs to serve as the forebay and provide operational storage; a 6,400 - square -foot pump building, including office space for water production and pumping plant personnel; new piping and control valves at off-site reservoirs; and upgraded SCADA and radio communication facilities throughout the entire WUA service area. OC -44 Pipeline Rehabilitation/Replacement Project, Orange County, California, Mesa Water District Task Manager. Mesa Water District selected Michael Baker to complete a Rehabilitation/Replacement Evaluation and Cathodic Protection Study for the OC -44 Pipeline. The OC -44 pipeline runs approximately 8.6 miles through Orange County Michael Baker provided a comprehensive plan to investigate the condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify permitting and follow-on technical studies required to implement the recommended strategy. Final design (PS&E) was prepared for the selected alternative. Years of Experience: 31 Eduoation/iraining: M.S., 1996, Civil Engineering, Loyola Marymount University B.S.,1967, Civil Engineering, Loyola Marymcunt University LicenseslCeRifi cats ons: Professional Engineer - Civil, California, 1991, 46972 Professional Engineer- Civil, Nevada, 2001, 14762 Professional Engineer- Civil, Utah, 2009, 7214109-2202 Professional Engineer- Civil, Arizona, 2009, 49684 Professional Engineer- Civil, Guam, 2015, CE 1850 Water Rights Surveyor, Nevada, 2001,1101 Professional Affiliattons: American Public Works Association, Southern California Chapter, Member American Society of Civil Engineers, Orange County Branch / Los Angeles Section, Member American Water Works Association, Member Orange County Water Association, Member Additional Projects: e R-28 Reservoir and P-27 Pumping Station P R-29 (2760 Zone) Reservoir and P-29 Pumping Station SNWA 340C-02 Hacienda Pumping Station Improvements C1244 Fries 2635 Zone Reservoir/2745 Zone Pumping Station x �N Y E A K I 1 X AI John Nagle, P.E. PROPOSAL� Civic Center,5turmwaterU ft.Statton Renovation Desit n Sen tees Charles Falzone, P.E. Project Engineer Mr. Falzone is a Civil/Environmental Engineer with experience in design of water and wastewater infrastructure with broad understanding of civil, mechanical, process, electrical and Instrumentation design of treatment plants and water conveyance. Project Experience Recycled Water Delivery System, Ontario, California. City of Ontario. Project Engineer. Responsible for process control narrative and start-up of the irrigation booster pump station. Michael Baker prepared plans, specifications, and estimates (PS&E) for the City's new backbone recycled water distribution system. The system includes over 10 miles of recycled water PVC pipeline ranging in size from 8 -inch to 24 -inch diameter; a new irrigation system booster pump to irrigate the Euclid Avenue center median; a new recycled water booster pump station required to deliver recycled water from Inland Empire Utilities Agency's 1059 zone to the City's new recycled water distribution high zone; preparation of a Title 22 Supplemental Engineering Report and California Environmental Quality Act (CEQA) documentation; and bidding and construction phase engineering support. Western Regional Trunk Sewer Rehabilitation, Orange County, California. Orange County Sanitation District. Project Engineer. Responsibilities included preparation of preliminary design memorandums addressing CIPP system, temporary pumping system, constructability issues, and permitting requirements; and overseeing the preparation of the construction documents for rehabilitation of a 3 -mile long trunk sewer in the cities of Anaheim, Buena Park, and Cypress. Ventura County Waterworks District No."lit. Wells No. 2 Upgrades, Somis, California. Ventura County Water & Sanitation Services. Project Engineer. Michael Baker is providing final design, and construction assistance for wellhead equipping and oxidation -filtration treatment systems for two groundwater supply wells. Design services included a new chemical addition and monitoring system, three new pressurized filtration units, a sludge handling system, and electrical upgrades. Control design included preparation of process and instrumentation diagrams and specification of control components to provide consistency with control components installed in existing district facilities. A new PLC system was designed that will control and monitor the existing Years of Experience: 7 Education/Training; M.S., 2010, Civil Engineering, University of California, Irvine B.S., 2009, Civil Engineering, University of the Pacific License s/Ce rtlificatlons: Professional Engineer, California, 84048 OSHA Construction Safety & Health Certification Confined Space Training Professional Affiliations: California Water Environment Association Orange County Water Association, Santa Ana River Basin Section Water Environment Federation Addlilonal Prnjecis; P Condition Assessment and Evaluation of Moss Avenue Pump Station, Santa Monica ® Rindge Sewer Pump Station Prolect, Redondo Beach Lathrop MBR Wastewater Consolidated Treatment Facility, Lathrop Tapia Water Reclamation Facility Process Air Improvements, Calabasas e Onsite Wastewater Treatment System — LACFD Fire Camp 8, Malibu r Civita Water Reclamation Facility, San Diego 0 Lift Station and Salt Water Pump Station Evaluation, Avalon inrenxAnoxAL Charles Falzone, P.E. Civic Center$torrnwoterLij"f Station Renovation Design Services w well and booster pump, as well as the new chemical and filtration system. Michael Baker coordinated with the Districts operations and Integration team to maintain the existing operation of the well and booster pump. MWRF High -Lift Pump #3 and Well 11 Motor Bearing Moises Evaluation, Costa Mesa, California. Mesa Water District, Project Engineer. Michael Baker Is providing professional engineering services to assist the District in evaluating the motor bearing noise, providing engineering opinion, and recommendations for the appropriate repair and mitigation on a T&M basis at two vertical turbine pumps. The services include performing observation of the existing pumps and motors, evaluation of existing motor and pump data, and provision of engineering opinion regarding the motor bearing noise potential source and next course of action at the MWRF High -Lift Pump #3 and Well 11 sites. Potable Water System Improvements -- LACFD Fire Camp 15, Sylmar, California. Project Engineer. Responsible for upgrades to Rhe existing aging potable water system at the Los Angeles County Fire Camp 16 to improve reliability. The upgrades included rehabilitation of the booster pump station, design of over two miles of 6 -inch force main, rehabilitation of two welded steel water storage tanks, and electrical upgrades. As Project Engineer, Mr. Falzone was responsible for completion of engineering calculations and design documents, as well as communication with project stakeholders. A hydraulic analysis of the existing and future potable water system was performed during the design. The booster pump station upgrades included complete replacement of the booster pumps, piping and valves, electrical gear, and a new control system. Hyperion Secondary Effluent Pump Station, Los Angeles, California. Project Engineer. Mr. Falzone performed preliminary design for the Hyperion Secondary Effluent Pumping station (HSEPS). The HSEPS is a critical facility for West Basin MWD, as it is their sole source of influent to the Edward C. Little Water Recycling Facility. Project upgraded pumping capacity from 45 MGD to 80-120 MGD through a phased approach and modified the existing 60 -inch diameter, 10,0001- foot long force main. Project highlights include addition of two 800 hp pumps and two new wet wells, mechanical design, design of deep concrete structures in limited space, construction sequencing to minimize downtime, electrical upgrades including design of secondary power source and new medium voltage VFDs, CFD and field analysis of existing and proposed wet wells, surge analysis of forcemain, instrumentation and control design, traffic control, and coordination with LACSD and LADWP for work on existing facilities. Pacific Grove Local Water Project, Pacific Grove, California. Project Engineer. Responsible for engineering calculations, construction documents, and construction administration for a 250,000 GPD Water Reclamation Facility for the City of Pacific Grove. The WRF consists of an influent pump station, headworks, complete membrane bio -reactor, UV disinfection, and rehabilitation of two existing tanks for effluent storage. The WRF was designed with a small 1600 SF footprint, which included the mechanical room, process tanks, headworks, and electrical room, The project's recycled water and sewer distribution system included pump stations, force mains, a diversion structure, and gravity sewers to convey water and wastewater to/from the WRF. Mr. Falzone performed hydraulic analysis to determine layout of the sewer and recycled water distribution systems, and aided in permitting, construction, and start-up of the facility. MMO t NY MAY 10 RAI; Charles Falzone, P.E. PROPOSAL Civic, Center StarmwaterLiftStation Renovation Design Services John Moynier, CEP, CFM QC Manager John has over 36 years of experience in the environmental planning, floodplain management, and water resource fields. He has a strong background in local agency operations and management, and has split his career between the public and private sectors, Specifically, John is a recognized expert in integrated water resource planning and flood risk assessments, as well as the preparation of analyses conducted under the California Environmental Quality Act (CEQA) and the National Environmental Policy Act (NEPA), as well as compliance with the National Flood Insurance Program (NFIP) and SB 92 inundation mapping. John serves on the Board of Directors for the Floodplain Management Association (FMA) and the National Association of Environmental Professionals (NAEP), He is a Certified Environmental Professional (CEP) and a Certified Floodplain Manager (CFM). John is a Vice President with Michael Baker International and manages the firm's water resources practice in southern California. Project Experience Long -Term Facilities Plan PEIR, OCWD, Orange County, California (Project Manager). John served as Project Manager for a Program EIR prepared for the District's Long - Term Facilities Plan (LTFP, which analyzed the alternatives available for the Groundwater Replenishment Program, Area Drainage Master Study (ARMS), Flood Control District of Marleopa County, Wickenberg, Arizona (Project Director). John served as Project Director for an Area Drainage Master Study (ADMS) for the Town of Wickenberg. The purpose of the Wickenburg ADMS was to quantify the extent of drainage and flooding problems, sources, and hazards in the planning area, and develop alternative solutions to mitigate concerns. Flood Risk Assessment/ Conditional Letter of Map Revision (CLOMR), SMUD, Sacramento, California (Project Manager). John served as Project Manager for a flood risk and levee assessment report conducted for a proposed new Corporate Yard facility for the Sacramento Municipal Utility District, as well as the development of a Conditional Letter of Map Revision (CLOMR) for the project. Veeh Lake Inundation Mapping and Dam EAP, Laguna Hills, CA (Project Manager). John is serving as Project Manager for an inundation map and Dam emergency action plan (EAP) to comply with the requirements of SB 92 for a private lake in the San Diego Creek watershed. Years of Experience: 36 Education/Training: M.A., 1983, Computer Assisted Cartography, University of California at Los Angeles B.A., 1081, Geography - Ecosystems, University of California at Los Angeles Licenses/Certifications: Certified Environmental Professional (CEP), USA, 2014,#14041431 Certified Floodplain Manager (CFM), USA, 2008, US -08- 03663 Professional Affiliations: Floodplain Management Association (FMA) National Association of Environmental Professionals (NAEP) INTORNAPIONAI. John Moynier, CEP, CFM PROPOSAL Civic CerrterStormwaterLi ftStotion Renovation Design Sarvices ` On -Call Flood Risk Consulting, The Olson Company, Orange, California (Project Manager). John served as Project Manager for an on-call flood risk consultation services for The Olson Companies projects in Orange County. On -Call Services, City of Pasadena Water and Power, Pasadena, California (Principal). John served as PIC for an on-call contract to provide water, Floodplain Delineation Study (CTP), Placer County Flood Control Agency, Placer County, CA (Project Manager). John served as Project Manager for a floodplain delineation study funded through FEMA's Cooperating Technical Partners (CTP), Services included base map development using LIDAR data, conducting hydrologic and hydraulic modeling, and preparation of floodplain delineations, Central Valley Floodplain Evaluation and Delineation (CVFED) Program, California DWR*, Merced County, CA (Project Manager). John served as Project Manager for a team contracted to accurately map the flood risks n the upper San Joaquin River region of California's central valley. RiskMAP Program, STARR2 JV Team, FEMA Region IX (Technical Advisor). John is serving as a Technical Advisor and as part of the overall management team for the STARR2 JV team in providing RiskMAP flood risk mapping services. Technical Assistance to the Office of Environmental and Historic Preservation (OEHP), FEMA Headquarters, Washington D.C. John served as a technical advisor to FEMA's Office of Environmental and Historic Preservation (OEHP) with regards to proposed modifications to the NFIP. John also served as Technical Lead for the development of a Nationwide programmatic EIS to support the proposed actions. America's Cup 34 Flood Risk Assessment, Oracle Racing, San Francisco, California (Project Manager). John served as Project Manager for a flood risk and coastal flood hazard engineering analysis for the America's Cup 34 event in San Francisco. Integrated Regional Water Management Plan (IRWMP), Los Angeles County, Los Angeles, California (Project Director). John served as Project Director for development of the LA County Integrated Regional Water Management Plan. Program Management for FloodSAFE California, California DWR, Sacramento, CA (Technical Lead). John served as a key member of the FloodSAFE California internal strategic team charged with implementing the planning components of California Bond Measure 1 E and Proposition 84. On -Call Floodplain Management Consulting, San Diego County, San Diego, CA (Technical Lead), John served as Technical Lead for two consecutive on-call contracts with San Diego County to provide assistance with issues related to the National Flood Insurance Program (NFIP), including assistance with the Community Rating System (CRS), and development of a Floodplain Management Pian. inreennriuxn� - John Moynier, CEP, CFM PROPOSAL & Civic Center StormwoterUftStotion Renovation Design Services , NAN Chandoo, P.E. Hydrology / Hydraulic Review Mr. Chandoo has extensive experience in surface water s Professional Affiliations: management. His areas of expertise include hydrology, 3 American Society of Civil hydraulics, sediment transport and advanced modeling. He has I Years of Experience: 12 been involved with a variety of projects including, but not limited r to, storm drain master plans throughout Southern California, Education/Training: ! EduEdu 2006, Civil Engineering, storm drain design, FEMA processing, sediment transport ? California State university at modeling, environmental documentation, and large scale 2- Fullerton dimensional floodplain studies.Mr. Chandoo has extensive A.S., 2003, Mathematics, experience in using advanced hydraulic 1 D/2D modeling for Fullerton College surface and sub -surface flooding analysis. LLioonses/Certifications: drainage was evaluated to determine system capacity Professional Engineer - Civil, PYOj<eC$ Experience California, 2010, 76633 Santa Ana Storm Drain Master Plan, Santa Ana, California. s Professional Affiliations: City of Santa Ana. Engineer responsible for hydrology and 3 American Society of Civil hydraulics analysis. Michael Baker provided professional Engineers, Los Angeles engineering services to update the city's storm drain master section/ Orange County plan. The city has an established drainage system with some Branch, Member segments over 50 years old and other segments recently Engineers Without Borders constructed. Michael Baker analyzed the main line drainage (EWB), Orange County, system and prepared a hydrology study along with maps for the I Kenya Team - Travel Member entire city boundary and for individual sub -areas for 2-, 10-, 25-, I Environmental & water and 100 -year storm events. The capacity of the existing storm Resources Institute (EWRI), Orange County, President drainage was evaluated to determine system capacity I (November 2013 -October sufficiency using a hydrodynamic hydraulic model. A 2014) comprehensive list of needed storm drainage improvements I Environmental & water was then generated. Michael Baker performed a hydraulic Resources Institute (EWRp, analysis to size sufficient storm drain lines and provided an orange County, Past ESRI ARCGIS geodatabase of city storm drain facilities, President - 2016 Including storm drain pipes, city -owned drainage channels, Environmental & water manholes, catch basins, and culverts. Michael Baker used the ( Resources Institute (EWRp, software hydrodynamic h draulic model CivilStorm, 1 -OC, Treasurer (OctoberBentle 2012.October 2013) which uses hydrographs with in the hydraulic model to determine adequate pipe sizing. Midway City Street and Storm Drain Master Plan and Improvements, Midway City, California. County of Orange. Engineer responsible for hydrology and hydraulic modeling, facility alignments and sizing, and cost estimating. Michael Baker provided professional services for the preparation of drainage and street master plans for the recommendation of improvements for the Midway City area of unincorporated Orange County to alleviate flooding within a residential area by designing roadway rehabilitation improvements and installing storm drain mainline and local improvements to convey the area storm drain runoff, and to provide increased protection for motorists and pedestrians. Michael Baker's services included inrenxnryiaxaL Mujahid Chandoo, P.E. PROPOSAL Civic Center StormwraterLi(iSnationRenovation DesipServiees hydrology and hydraulic modeling, planning, alternatives evaluation, and final design and cost estimates for approximately 4.6 miles of street rehabilitation and storm drain facilities. Dominguez Channel Watershed Study, Los Angeles County, California, Los Angeles County Department of Public Works, Project Manager, Michael Baker is providing engineering services to prepare a comprehensive flood hazard analysis for the Dominguez Channel Watershed. Dominguez Watershed is approximately 75 -square miles and drains the southwest portion of Los Angeles County. Dominguez Channel originates near the Los Angeles International Airport (LAX) and extends to the Los Angeles Harbor running a length of approximately 99.5 miles. The purpose of this study is to evaluate the hydraulic capacity of the existing levees along the channel and to identify deficiencies in Federal Emergency Management Agency (FEMA) requirements. Heritage Fields Drainage and Water Quality Master Plans, Irvine, California. Fivepoint Communities (formerly Heritage Fields E/ Toro, LLC). Engineer responsible for hydrology analysis to determine impacts of the proposed development (850 acres) within the six regional watersheds (Marshbum, Bee Canyon, Ague Chinon, Borrego, Serrano, and Upper San Diego Creek). Tasks included updating the land plan using Geographic information System (GIS), determining the stage -storage for Agua Chinon and Marshburn retarding Basin and performing the rational and unit hydrographs with/without basins to meet Orange County criteria. Michael Baker provided regional hydrology, master planning of backbone facilities, and GIS mapping for the overall Heritage Fields project. The project encompasses 850 acres of the former EI Toro Marine Corps Air Station and borders the Great Park. It will provide approximately 1,100 residential dwelling units together with two golf courses, riparian corridors, take features, and trail connections. The master plan of drainage included six regional watersheds (Marshburn, Bee Canyon, Agua Chinon, Borrego, Serrano, and Upper San Diego Creek) passing through the project site and a master plan of water quality for all districts of Heritage Fields. Master Plan of Storm Drainage for North and West Santa Ana River Tributary Areas, Anaheim, California. City ofAnaheirn. Engineer responsible for hydrology analysis which included watershed delineation and discharge for the hydraulic analysis Storm Drain As -Built drawings were obtained from the City of Anaheim and were analyzed with the new discharges using WSPG. Storm drain systems were proposed if the existing system was inadequate. Michael Baker was selected by the City of Anaheim to prepare an updated comprehensive storm drainage master plan for the North and West Santa Ana River tributary areas. The new plan was based on previous studies for the areas, updated to account for current hydrology methods, new hydrology modeling in areas without existing studies, improvements to the storm drain and tributary channel systems, and the latest land use planning. The new plan will model existing storm drainage systems from as -built plans and identify deficiencies in the existing street sections and storm drain systems based on the results of the hydrology and hydraulic analyses. INTERN Alto HAL Mujahid Chandoo, P.E. PROPOSAL Civic CenterStrarrnwater'LitStattan Renovation Design Servicas Kari Meier, P.E. Technical Review Mr. Meier has extensive experience in the preparation of construction plans, specifications and cost estimates for large water, wastewater, and storm water projects. Mr. Meier's previous employment as the Engineering Manager of a southern California water district has provided him with an advanced understanding of water distribution facilities and operations. Mr. Meier has collaborated on comprehensive master plans for domestic water distribution systems and wastewater collection systems for planned residential and commercial developments, as well as for large municipal systems. He also has construction management experience related to public works including water infrastructure, park improvements, and ADA improvements. Mr. Meier is an expert with a variety of software applications. Project Experience North Bank Lift Station Upgrades, San Buenaventura, California. City of San Buenaventura, Project Manager. Responsible for developing a Preliminary Design Report (PDR) to analyze existing operation and maintenance issues and identify upgrades required to allow this existing dry-pit(wet pit sewage lift station and 4,300 ft long 14 -inch force main to accommodate peak flows generated by future planned development. Detailed analyses and evaluations of the existing lift station wet well, suction piping, discharge piping, force main, pumps and electrical system were conducted with deficiencies and capacity limitations identified. Upgrade alternatives were identified to alleviate the identified deficiencies and capacity limitations with cost estimates prepared for each alternative configuration proposed. In addition to the detailed analyses and the preparation of a comprehensive PDR, two workshops with City operations and maintenance staff were conducted to discuss on-going maintenance and operation issues so that these items could be incorporated into the proposed upgrade alternatives. Los Alamitos Pump Station and Retarding Basin, Orange and Los Angeles; Counties, California. Orange County Water District. Engineer, Michael Baker prepared plans, specifications, and estimates for a new 800 cfs storm water pump station with engine driven pumps to replace the existing Los Alamitos facility for the County of Orange. The project included four natural gas engine driven mixed flow pumps, and a sump pump system with a capacity of 3,000 gpm. Work included preparation of a value engineering report, final engineering report, hydrology and hydraulic routing, best management practices for improving water quality, inspection Years of Experience; 15 EducationiTraining: B.S., 2003, Civil Engineering, New Mexico State University Llcen seslCo rtlftications: Professional Engineer - Civil, California, 2007, 71713 Professional Engineer- Civil, washington, 2015, 52372 Construction Quality Management for Contractors, 2018, SPK-USACE-02-18- 00080 OSHA 30 -Hour Construction Outreach Training Professional Afflllatlons: American Society of Civil Engineers i x r 9 h nri 0 4 A Karl Meier, P.E. P'R4£WWAL Ctvic Center Stormwaterl.f ftStotion Renovation Design Services and analysis of existing 2,400 If of 54 -inch discharge piping, Phase I and II environmental assessments, geotechnical investigation, CEQA, permit processing, and coordination with agencies and homeowner associations. Michael Baker also provided structural design for the new facility. The structure is an above grade engine room and pump room with a below grade wet well leading to the retarding basin with an inlet apron and series of trash racks. Pure Water Program - Miramar Pump Station and Pipeline, San Diego, California. City of San Diego. Project Manager. As part of the Phase I North City Pump Station and Pipeline project, Michael Baker provided final design of 3.5 miles of 48 -inch welded steel water pipeline that will convey advanced treated water for surface water augmentation from the City's North City Treatment Reclamation Plant to the Miramar Reservoir. The project is part of the phased, multi-year San Diego Pure Water Program, which will provide one-third of the City's water supply locally by 2035. The pipeline section designed by Michael Baker includes two trenchless sections and one aerial span above an existing railway facility, Michael Baker also provided all permitting and processing services related to the pipeline, the de -chlorination facility, and the pure water pump station. Eastern Service Area Secondary Connection Project (ESA SCP), San Diego County, California. Padre Dam Municipal Water District. Project Engineer. Michael Baker provided civil engineering and design services for the $12 million Eastern Service Area Secondary Connection Project (ESA SCP). Michael Baker prepared a preliminary site grading contract to clear the site of cultural resources and performed final engineering design of a new 20 -inch supply pipeline, 20 -inch discharge pipeline (with 1-8 tunnel crossing), 1.75 MGD circular pre- stressed concrete forebay reservoir, 12 MGD pump station, 9 MGD flow control facility (FCF), standby generator, instrumentation and controls, and SCADA improvements. Work also included a surge analysis, corrosion control, geotechnical engineering investigation, and permitting with the County of San Diego and Caltrans. Lamanda Park Booster Pump Station, Pasadena, California. California American Water, Project Engineer. Michael Baker provided professional engineering services to the California American Water Company for the design of pump station improvements at the Lamanda Park Booster Station. Improvements consisted of the installation of a new 2,300 -gallon -per -minute vertical turbine pump equipped with a variable speed drive, and yard piping and valving necessary to provide additional supply to the Lamanda Park Elevated Gradient Zone. Michael Baker's services included hydraulic calculations, pump sizing and selection, and the preparation of design plans and specifications. Interstate 5 Gateway Project, Orange County, California. Orange County Transportation Authority (OCTA). Assistant Engineer. Responsible for water resources engineering. The Route 3 /5 Separation Pumping Plant was designed to pump storm water runoff from the 1-5 freeway to offsite water quality basins. The pumping plant was designed with a total of three pumps for a combined maximum pumping capacity of approximately 47 cfs. Two larger pumps discharge into a nearby gravity storm drain system while the smaller pump discharges through a force main to a water quality basin. Michael Baker provided engineering services for the widening of 1-5. As primary subconsultant, Michael Baker provided traffic handling, signing, lighting, striping, and traffic electrical plans; structural and aesthetic design plans for the replacement of 1-5/Beach Boulevard and 1-5/Stanton Avenue overcrossings; and design plans for the replacement of the Route 39/5 Separation Pump Station to provide sufficient stormwater drainage for the project area. 19 Y B N H At 1 0 H AF Karl Meier, P.E. PROPOSAL Civic Center 5tormwaterLijrtStatian Renovation Design Services Jerome Ruddins, uddins, C.0.M., QSP, rppSE/ Cons triictabiIity Review _._..._.__._,......__.._....._...._._......., As Construction Management Department Manager, Mr. Ruddins is responsible for managing construction managers and inspection personnel on projects of various levels of complexity I Years of Experience: 34 and Intensity. He possesses many years of construction management and inspection experience and has been s Education/Training: B.S., 1985, Construotlon responsible for the construction administration and inspection of Management, California state ' over $2.5 billion of public works construction projects. He university at Long Beach worked extensively with the Caltrans Standard Specification and Construction Manual. Throughout his career, Mr. Ruddins hast LicenaeslCarkifiaations: Ce ified Construction Manager, worked hand-in-hand with Caltrans Compliance Officers on ; federally funded projects preparing, analyzing, and presenting 2014, 3172 change orders, force account work, coordinating the monthly Hazardous Waste operations field file audit, and the final construction file. As a Construction and Emergency Response, Manager, he has worked closely with Resident Engineers 2015,14461134 coordinating RFI's, submittals, material testing and inspection, Certified Inspector of Sediment and field survey. He has also chaired construction site meetings, & Erosion control, California, reviewed schedules, quantity calculations, and pay estimates. 2011, 0783 P Other responsibilities include quality control of inspection, utility coordination, constructability reviews, value engineering, a oswA 30 -Hour construction ; specification quality control, and construction safety. He has i outreach Training, zoos t attended seminars on construction claim mitigation, sat on claim Qualified SWPPP Practitioner (QSP), California, 2011, review panels, and worked closely with legal counsel to mitigate t 21030 claims.`; 3 Professional Affiliations:, Mr. Ruddins has extensive experience in special funding American Construction projects, such as FAU, MES, ISTEA, and Assessment Districts. Inspectors Association, Los n Angeles Basin, Member Mr. Ruddins was the primary contact during the constructionI American Public works phase of projects in several different cities. His experience i Association, Member Includes construction management of reservoirs, dams, water I I American Water Works and sewer pipe lines, pump stations, lift stations, water and [ Association, California- is wastewater treatment plants, storm drains, drainage channels, Nevada section, Member public buildings, infrastructure projects, bridges, retaining walls, j Construction Management ball fields, concrete pavement, grading, landscaping, reinforced i Association of America, concrete boxes, A/C, PCC, traffic signals, and street lighting. 1 southern California, Member f. Project EXp7erfence t Highland Booster Station Upgrade, Yorba Linda, California. Yorba Linda Water District. Construction Manager. Responsible for construction management. Michael Baker provided engineering design and construction management and inspection services for upgrades to the Highland Booster Station. The pump station was increased to a total capacity of 15,000 gallons per minute, and the project included modification of two of the four electric driven motors and pumps. The project also included the addition of a natural gas - driven backup generator and potential for increasing the rmw=v I N T 0 N N A i10 N AL Jerome Ruddins, C.C.M., QSP, CISEC PROPOSAL Civic Center Stormwoterd l ftStatton Renovotion Design Services pumping capacity of the two remaining electrical driven pumps by 2,000 gallons per minute in the future. Arroyo Siam Lift Station, Moorpark, California. Ventura County, Construction Manager, Responsible for construction management. Michael Baker provided engineering design for the replacement of an undersized sewer lift station in a high-growth area in the City of Moorpark. Michael Baker prepared the preliminary design report to Identify the conceptual design, key issues, and design parameters for the new lift station. Michael Baker designed the new 11.8 - million -gallon -per -day lift station to meet current and future sewer flows in a rapidly expanding residential area. Additionally, the pump selection accounted for a future parallel force sewer main. Michael Baker prepared electrical plans, specifications, and cost estimates for the 35 -foot - deep lift station, which included a motor control center, new piping, surge tank, lighting, emergency backup power generator, and other site improvements, Additional construction management services included providing shop drawing review and responses to contractor requests for information. Deerhill Pump Station, Oak Park, California. Ventura Regional Sanitation District. Construction Manager. Responsible for construction management. Michael Baker designed a new booster pump station for recycled water. The station was located in a below -grade structure and included a motor control center, retaining walls, and off-site piping improvements. The station was designed to minimize visual and noise impacts to nearby residences. Michael Baker prepared a detailed landscape plan to hide above -grade facilities with the natural hillside. The hydraulic design included studying transient pressures in the upstream and downstream closed system. City of Beverly Hills Reverse Osmosis Water, Treatment Plant, Beverly Hills, California. City of Beverly Mills. Construction Manager. Responsible for construction management. Michael Baker served as program manager for a design -build -operate -finance (DBOF) project for the City of Beverly Hills that consisted of a 3.0 -million -gallons -per -day reverse osmosis treatment facility, five production wells, transmission main, and public works offices and departments, such as painting room, parking meter coin collection center, and machine shop. Michael Baker was responsible for overseeing the preparation of all documents required to execute a DBOF contract and completion of preliminary facility design, construction management, and construction inspection. Arlington Desalter Enhancements, Water Treatment Plant Project, Pipeline 1 Project, and Pipeline 2A and 2B Project - Construction Management, Corona, Norco, and Riverside, California, Santa Ana Watershed Project Authority. Construction Manager. Responsible for construction management. Michael Baker provided public works construction management, construction inspection, program management, and design services for Improvements to a water treatment plant, 25,000 linear feet of 30 -inch ductile iron pipe, and 25,000 linear feet of 30 -inch steel pipeline in the cities of Corona, Norco, and Riverside, California, to provide potable water to the Western Riverside County area with facilities proposed north and east of the I- 15/S.R. 91 interchange. nrr.nxAT109Aw Jerome Ruddins, C.C.M., QSP, CISEC -a pttpfkAL c4+ AStG Civic Canteratormavotert.iftStotionRenovation Design Services Marek Prxywara, P.E. Dead Electrical Engineer Mr. Przywara has served as a project manager and/or electrical/controls engineer on the numerous water/wastewater facilities including wastewater treatment plants, pump stations, sewer stations, reservoirs, solid waste facilities, desalt plants, etc. Duties Included overall responsibility for engineering, project management, development and design implementation, supervision and approval of documentation and drawings, calculations and analysis, schedules, specifications, cost estimates, and coordination with vendors and clients. Mr. Przywara has provided electrical and controls engineering and project management services for water and wastewater districts, municipalities, and utilities. Project Experience Civic Center Stormwater Lift Stations — Preliminary Study, Santa Ana, California. City of Santa Ana. Electrical Engineer, Michael Baker was retained by the City of Santa Ana to perform a preliminary study of two stormwater pump stations located within the Civic Center area. Both pump stations have been experiencing leakage and flooding problems during the EI Nino season of 2016 and the City intends to upgrade the lift stations before the next large storm event. The preliminary study included on-site inspections and visual assessments of the structure, electrical equipment, mechanical equipment, and general conditions of each facility and provided proposed recommendations. North Bank lift Station Upgrades, San Buenaventura, California. City of San Buenaventura. Provided QAIQC for the project design and evaluated project constructability. Michael Baker developed a comprehensive PDR that considered' four upgrade alternatives and corresponding cost estimates to address both capacity limitations and operation and maintenance issues. Michael Baker then completed final design of the selected upgrades which consist of: Removal of three (3) existing VFDs and installing four (4) new PowerFlex 753 VFl Installing new wiring between new VFDs and new motors. Installing additional digital input and analog output card for PLC. Providing 1/0 connection Diagram for the SCADA Integrator to program existing PLC. Removal of existing in-line grinder electrical distribution and control panel and wiring. Years of Experience: 34 Eciucakion/Training: M.S., 1974, Electrical Engineering, AGH University of Science & Technology B.S., 1972, Electrical Engineering, ASH University of Science & Technology Li cen sea/Cortffloati o n s; Professional Engineer - Electrical, California, 1994, 14537 Professional Engineer - Electrical, Washington, 2009, 46104 Additional Projects., iI r• Whittier Pumping Plant No.2 Replacement > Mesa Water District, Uvell s Automation and Rehabilltation z4 Project, Costa Mesa Sunflower Pump Station, Fountain Valley, Orange County Sanitation District 4: San Vicente Pump Station, San Diego County Water Authority r r Sevier Pump Station 35, City g° of San Diego / B 649 Wastewater Pump Station Rehabilitation at Naval fl Air Station North Island, San Diego B 356 Wastewater Pump _ Station Rehabilitation at Naval r Air Station North Island hf r 65th & Herrick Pump Station, California. City of San Diego Tract 5325 Warwick Pump Station i Couser Canyon Pump Station, -_ Valley Center Municipal Water District N ran N AT 10 R A u Marek Przywara, P.E. bCtats,r Civic Center 5tarmwoterLi ftStoWn Renovcsten Design Services �" • Removal of three (3) existing pumps and motors and Install four (4) new vertical shaft driven dry pit screw type pumps and motors equipped with flywheels. • Removal of three (3) existing in-line grinders and Install 8 -inch diameter suction pipe and eccentric reducers at all four (4) pump locations. • Removal of existing 4 -inch and 6 -Inch discharge pipe and valves at three (3) pump locations and replace with 8 -inch diameter discharge pipe, plug valves and eccentric reducers at all four (4) pump locations. • Removal of existing 6 -Inch swing check valves and replace with 8 -inch non -slam rubber flapper swing check valves. Avalon Catherine Booster Station and Pebbly Beach Lift Station CIP Projects, Avalon, California. City of Avalon. Electrical Engineering Task Manager. Michael Baker provided design and construction services for the Avalon Sewer CIP Electrical Improvements Project that consisted of upgrades to electrical infrastructure for the Catherine Booster Station and Pebbly Beach Lift Station, including City SCADA integration, The Catherine Booster Station required replacement of the existing Motor Control Center (MCC) line-up with a new MCC panel and included the following tasks: removing of existing MCC panel and replace with new NEMA 4X rated MCC. MCC panel line-up included the control panel with Mission Communication RTU and SCADA communication equipment; replacing existing cables to (2) 120 HP booster pumps; replacing main 400 amp feeder incoming to the new MCC panel; reconnecting all existing equipment to new panel including ATM power next to panel; reconnecting existing instrumentation, control and signal wires to new panel terminal strip; providing conduits entering or leaving the vault with the approved duct seal. The project also included heatertfan system to prevent condensation; panes lighting and duplex 20A 110 VAC power plug; Ethernet switch; phone Jack to access existing telephone connection and Sensaphone RTU; spare 1/0 cards for future SCADA upgrade in panel, etc.; and providing specification and engineering cost estimate. The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and electrical distribution equipment from the vault and installing the new NEMA 4X rated meter main and distribution equipment above ground level. The project included the following tasks; coordination with SCE; removal of existing NEMA 1 rated Edison Meter Switchboard from the dry pit and replace it with new 250 Amps NEMA 4X rated Metered Switchboard; intercepting existing Edison conduit and re-routing to new meter panel; removal of NEMA 1 rated City - owned Auto Transfer Switch (ATS) from the dry pit and replace it with new 250 Amps NEMA 4X rated above ground ATS; removal of sub panel and step down transformer from the dry pit and replaced It with NEMA 4X rated Mini Power Center (MPC) panel above ground; replacement of non -explosion proof lights, receptacles, sensors and auxiliaries with the explosion proof equipment in the dry pit; providing explosion proof fittings/seals for all cables entering or leaving the vault (dry pit). La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Wafer District, Provided QA/QC for the project design for electrical and control systems and evaluated project constructability. Michael Baker Is providing engineering and design services for La Sierra Pipeline and Pumping Station Project. The client provides drinking water to customers located within a 510 -mile district of western Riverside County. Water resources include treated surface water and treated groundwater. The surface water is imported from Northern California and treated at the Mills water treatment plant. The local groundwater is treated at the Chino II Desaiter and the Arlington Desalter, Michael Baker assisted in designing facilities to transfer treated groundwater to a residential area of the district where customers are currently receiving water from the Mills water treatment plant only. r�wty� aaiMarek Przywara, P. Civic Center StOrmwater,LtftStaeionRenovation Design Sory's'ces Electrical Engineer Mr. See has over 20 years of professional experience, both domestic and international, in water/wastewater infrastructure, power generation & distribution, emergency backup power systems and construction support. He is specialized in design of electrical systems for water and wastewater facilities including power distribution, control design, and emergency generator installations. He has provided design plans and specification packages for pump stations, wells, sewage lift stations and water/wastewater treatment facilities. Yee Ping is experienced In electrical system inspections during construction to ensure compliance with plans and specifications, responding to contractor Requests for Information, and coordination of electrical utility services to accommodate new and upgraded facilities. He is also experienced with designing control systems including Process and Instrumentation Diagrams. He has provided engineering for new and upgraded power service and distribution, installation of new VFDs for well pumps and RO feed pumps, as well as new SCADA system design and integration. Project Experience Coronado Transbay Lift Station Variable Frequency Drive / Switch Gear Replacement and Genset Installation, Coronado, California. CityofCoronado, Electrical Engineer, Provided design services and construction phase assistance for the Coronado Transbay Lift Station Variable Frequency Drive (VFD)/Switch Gear Replacement and Genset Installation project. Provided complete design for replacement of aging electrical switchgear, relocation of the existing SCADA panel, replacement of aging pump motors with new inverter -duty motors, replacement of unsupported variable frequency drives, replacement of the pump control system with new PLC controller and updated redundant level control system, replacement and update of the dry well ventilation system and gas monitoring system, installation of new 350 kW diesel generator set and automatic transfer switch. Orange County Groundwater Storage Program, Orange County, California. Orange County Water D/strict. Electrical Engineer, Developed project specifications and prepared and performed design activities, including motor control centers, switchboards, panels, transformer, conduit, wiring, and grounding. Prepared design sketches for drafting and incorporation into design criteria. Michael Baker provided engineering plans, specifications, and estimates for the design j i, Years of Experience, 29 Education/Training: B.S„ 1999, Electrical Engineering, western Michigan University Licenses/Certifications: Professional Engineer - Electrical, California, 2003, 17163 LEED Accredited Professional, 2009 Professional Engineer - Electrical, Nevada, 2009, 19899 Professional Engineer - Electrical, Saudi Arabia, 2013, 160496 Professional Engineer - Electrical, Arizona, 2018, 66471 iH T%R N At I o 0 A4 Yee Ping See, P.E., LEED AP PROPOSAL Civic Center5tormwater[ Lift Station Renovation Design Services of eight groundwater extraction wells. The wells ranged from 2,000 to 4,500 gallons per minute and included water-cooled varlable-frequency drives, moveable buildings, disinfection, and decorative buildings. Baker Regional Water Treatment Plant, Lake Forest, California, Irvine Ranch Water District. Electrical Engineer Michael Baker was the lead consultant for the Baker Regional Water Treatment Plan (BRWTP), For a number of years, water agencies in South Orange County have investigated alternatives for Improving both water supply and water system reliability. These agencies determined that a local treatment plant utilizing untreated surface water from Metropolitan Water District as its source of supply would be the preferred alternative. Michael Baker provided preliminary and final design services for the BRWTP. The plant is sized for a capacity of 28 mgd and will utilize microfiltration as the primary method of treatment. Additional project components include raw water pump station; raw water pump station for Trabuco Canyon Water District; pretreatment, including chlorine dioxide and coagulant; pressurized MF membranes; UV disinfection; chloramination; backwash recovery system; solids handling facilities; DYK reservoir modifications; and product water pump station. High Level Pump Station and Centralized Power Generation, Pittsburg, California. City of Pittsburg. Electrical Engineer. Engineering design and controls for a second large pump station at the City's Water Treatment Plant, including incorporating a 2000Kw natural gas engine generator in the pump station building. The project combined several electrical meters on the site into a single large service that included the generation to not only provide emergency backup power for the entire complex but also gave the City ability to produce their own power during peak summer months when electric rates are high. The equipment included momentary paralleling switchgear to offer bumpless transfer between sources. Ramsgate 1701 11801 Pump Stations, Lake Elsinore, California, Elsinore Valley Municipal Water District. Electrical Engineer. Michael Baker provided design services for the 1701 and 1801 pump stations, which are part of Phase I water facilities for the new Ramsgate Community in Lake Elsinore, California. The 925 -gallon -per -minute 1701 pump station and 4,000- gallon - per -minute 1801 pump station are located on the same site as the 1601 reservoir, Design services included pumps, valves, piping, and appurtenances, surge tank, motor control center, emergency generator set, cathodic protection, piping, pump station building, masonry block wall, site security and an on-site chlorine generation system. Archibald Pump Station, Chino, California, Electrical Engineer. Developed project specifications and cost estimation, Prepared and performed design activities, works included photometric analysis, conduit and wiring sizing, schematic and PLC design, metered pedestals and utility coordination, sizing circuit breaker and protective devices, Ontario Pump Station, Ontario, California, Electrical Engineer. Michael Baker provided engineering for design of the Ontario pump station to facilitate the distribution of water from the Chino Basin Desalter Authority to the City of Ontario's Eighth Street pressure zone. NreN NAT i ON n c Yee Ping See, P.E., LEED AP PROPOSAL Civic CenterStormwoterLiftStatian Renovation Design Services Electrical Engineer Mr. Davis has extensive experience In electrical power and signal systems design including: medium voltage aerial and underground designs; switchboard and MCC layouts; lighting design; coordination with other consultants and utilities; specification preparation; construction administration; and short circuit and coordination studies. The projects he has worked on include pumping plants, wastewater reclamation plants, water treatment plants, laboratories, industrial facilities, educational, healthcare, and military installations. Project Experience R18 Reservoir Project, Chino Mills, California. City of Chino Hills. Electrical Engineer II, QA/QC. Provided QA/QC for the design of a new 3MG reservoir for the Intermediate Zone of the City's potable water distribution system. The project included electrical power and instrumentation design for the new tank structure, electrical utility coordination with the City and Southern California Edison. Construction of this project is scheduled to be completed in 2019. La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western Municipal Water District. QA/QC. Provided QA/QC for the project design for electrical and control systems, evaluated project constructability and provided construction phase engineering services. The project includes four 700 hp vertical turbine pumps driven by electric motors with space for two additional pumps, two 700 hp vertical turbine pumps driven by natural gas engines, a 1 megawatt (MW) diesel standby generator, two VFD drives, two solid state starters; accommodation for installation of future VFDs; accommodation for a future energy recovery turbine, and ancillary equipment. The project is under construction, and is scheduled to be completed in 2019. MWRF Mlgh-Lift Pump #3 and Well 11 Motor Searing Noises Evaluation, Costa Mesa, California. Mesa Water District. Electrical Engineer II. Evaluating the motor bearing noise, providing engineering opinion and recommendations for the appropriate repair and mitigation for two vertical turbine pumps. Las Vegas Valley Water District 3090 Zona Interim Tank, Las Vegas, Nevada. Las Vegas Valley Water District. Electrical Engineer II. Reviewed and completed 100% design documents including instrumentation and control. Years of Experience: 39 Education/Training: B.S.E,E., 1980, Electrioal Engineering, University of California, Berkeley Licen seslCerdfl cations: Professional Engineer - Electrical, California, 1999, E16036 ixrEA x 9T 1 0 N FL Richard Davis, P.E. Services Civic Center Stormwater U ftStatlon Renovation Design F Clark County Nevada, Summerlin Village 17 Lift Station. Discovery Property Company. Reviewed and revised electrical power and instrumentation systems design. Reclaimed Reservoir Liner and Cover Replacement. California State University, Pomona. Electrical design required for reservoir power and instrumentation. Los Coyotes Water Reclamation Plant, Cerritos, California. Sanitation Districts of Los Angeles County. Testing, maintenance review, repair and replacement of two 2500 HP, 4160V air blower motors and associated RVSS motor starters. Lancaster Water Reclamation Plant, Lancaster, California. Sanitation Districts of Los Angeles County. Supervised replacement of faulted 2500 A bus duct and replacement of 700 HP medium voltage VFD. Reviewed, and supervised replacement of faulted 2000 kVA 12kV — 480V oil transformer. Design of new security gate. Valencia Walter Reclamation Plant, Valencia, California. Sanitation Districts of Los Angeles County. Design as required for installation of new 75 HP filter feed press pump. Design of new security gate. Long Beach Water Reclamation Plant, Long Reach, California. Sanitation Districts of Los Angeles County. Design of Control Room power and signal system revisions. Sanitation Districts of Los Angeles County, Saugus Water Reclamation Plant. Sanitation Districts of Los Angeles County. Design of control system upgrade for existing pressure filters. Sanitation Districts of Los Angeles County, Lancaster Wafer Reclamation Plant. Sanitation Districts of Los Angeles County. Design of replacement influent pump control panel. Participated in portions of commissioning and start-up of new plant, Improvements to Various Pumping Plants, Sanitation Districts of Los Angeles County. Replacement of existing pumps. Addition of emergency generators and control panel upgrades. a 6 INYNfl NA11pNg4 Richard Davis, P.E. PROPOSAL s , Civic Center StommartarLift5todon Renovatinn Design Services u Sal Sheikh, P.E. Lead Structural Engineer Mr. Sheikh has over four decades of experience related to water resources, public works, bridges, transportation, and environmental engineering for public and private sectors, Projects Include water and wastewater treatment plants, reservoirs, pump stations, lift stations, well facilities, flood control channels, culverts and encasements, bridges, soundwalls and retaining walls, Mr. Sheikh Is also experienced in inspection, repair, retrofit and rehabilitation of reservoirs and pump stations. Project Experience Civic Center Stormwater Lift Stations - Preliminary Study, Santa Ana, California. City of Santa Ana, Structural Engineer. Michael Baker was retained by the City of Santa Ana to perform a preliminary study of two stormwater pump stations located within the Civic Center area. Both pump stations have been experiencing leakage and flooding problems during the EI Nino season of 2016 and the City intends to upgrade the lift stations before the next large storm event. The preliminary study Included on-site Inspections and visual assessments of the structure, electrical equipment, mechanical equipment, and general conditions of each facility. Los Alamitos Pump Station and Retarding Basin, Orange and Los Angeles Counties, California. County of Orange. Structures Project Manager. Responsible for structural design for this new facility. Michael Baker prepared plans, specifications, and estimates for a new 800 cis storm water pump station with engine driven pumps to replace the existing Los Alamitos facility for the County of Change. The project included four natural gas engine driven mixed flow pumps, and a sump pump system with a capacity of 3,000 gem. Work included preparation of a value engineering report, final engineering report, hydrology and hydraulic routing, best management practices for improving water quality, inspection and analysis of existing 2,400 If of 54 -inch discharge piping, Phase I and I I environmental assessments, geotechnical investigation, CEQA, permit processing, and coordination with agencies and homeowner associations. Michael Baker also provided structural design for the new facility. The structure is an above grade engine room and pump room with a below grade wet well leading to the retarding basin with an inlet apron and series of trash racks. Years of Experience: 44 Education/Training: M.S., 1972, Civil Engineering/Structures. University of Michigan at Ann Arbor B.S., 1970, Civil Engineering, University of Karachi Pakistan Li con see/Certifications: Professional Engineer - Civil, California, 1981, 32677 Professional Engineer - Civil, Arizona, 2060, 34539 Professional Engineer - Civil, Nevada,2600,14418 Professional Engineer - Civil, Ohio, 1976, 41224 Professional Engineer - CW, Utah, 2013, 8546772-2202 Professional Engineer- Civil, Guam, 2015, 1841 Professional Affiliations: American Society of Civil Engineers, Life Member Structural Engineer Association of Southern California, Member Structural Engineering Certification Board Amedcan Concrete institute, Member American RailamyErgineeting and Maintenance -of -Way Assodafion, Member '7idiettmsl HakesrSal Sheikh, P.E. PROPOSAL a Civic Center, StormwvoterLiftStotionRenovation Design Services Orange County Groundwater Storage Program, Orange County, California. Orange County Water District, Structural Engineer. Michael Baker provided engineering plans, specifications, and estimates for the design of eight groundwater extraction wells. The wells ranged from 2,000 to 4,500 gallons per minute and Included water-cooled variable -frequency drives, moveable buildings, disinfection, and decorative buildings. Whittier Pumping Plant No, 2 Replacement Projeot, Pico Rivera, California. City of Whittier. Structural Engineer, Michael Baker provided design engineering services and construction phase support, including full-time construction management and Inspection services, for the replacement of Whittier Utility Authority's (WJA) Pumping Plant No. 2, which was originally constructed in the 1930's, The new PP2 facility includes a new 18.9 -MGI) pump station, with 17,500 gpm of pumping capacity to enable WUA to pump during off-peak periods and reduce power costs; two 2.2 -MG above -grade steel reservoirs to serve as the forebay and provide operational storage; a 6,400 -square -foot pump building, including office space for water production and pumping plant personnel; new piping and control valves at off-site reservoirs; and upgraded SCADA and radio communication facilities throughout the entire WUA service area. Walnut Avenue Overcrossing Pumping Plant, Orange County, California. Caltrans. Structural Engineer. Responsible for plans, specifications, and estimates (PS&E) per Caltrans requirements, complete structural analysis, and design. Michael Baker provided design services for a stormwater facility to discharge runoff from the Eastern Transportation Corridor (ETC) located between the northbound ETC Frontage Road and Peter Canyon Channel, close to the intersection between Jamboree Road and Walnut Avenue. Steve Anderson Lift Station (formerly known as the Ellis Pump Station), Fountain Valley, California. Structural Engineer responsible for the diversion structures for the 1-10A (66 -inch Ellis Avenue trunk sewer) project and did the architectural and structural design for the 1-10B (Steve Anderson Lift Station). The work involved design of a new pump station and diversion structures. Arroyo Simi Lift Station, Moorpark, California. Ventura County. Structural Engineer. Michael Baker provided engineering design for the replacement of an undersized sewer lift station in a high-growth area in the City of Moorpark. Michael Baker prepared the preliminary design report to identify the conceptual design, key issues, and design parameters for the new lift station. Michael Baker designed the new 11.8 -million -gallon -per -day lift station to meet current and future sewer flows in a rapidly expanding residential area. Additionally, the pump selection accounted for a future parallel force sewer main. Michael Baker prepared electrical plans, specifications, and cost estimates for the 35 -foot -deep lift station, which included a motor control center, new piping, surge tank, lighting, emergency backup power generator, and other site improvements. Additional construction management services included providing shop drawing review and responses to contractor requests for information. NTENNAT1QNAL Sal Sheikh, P.E. CRY3KSAL Idr RMay, 4 Civic CenterStormwoterLiffStotian Renovation Design Services Fabliau Sanchez -Duran, P.E,, S.E., SECS Structural Engineer Mr. Sanchez -Duran specializes in structural design. He has extensive background in the seismic analysis and design of both steel and reinforced concrete, and specialized in static and dynamic analysis of buildings In regions of moderate to high seismic hazards. His experience includes seismic design and retrofit of concrete bridges as well as pump stations, and water storage reservoirs. In addition to his knowledge of classical design methods, his expertise includes the use of state-of-the- art design software, Project .Experience Los Alamitos Pump Station and Retarding Basin, Orange and Los Angeles Counties, California. County of Orange. Structural Engineer. Michael Baker prepared plans, specifications, and estimates for a new 800 efs storm water pump station with engine driven pumps to replace the existing Los Alamitos facility for the County of Orange. The project included four natural gas engine driven mixed flow pumps, and a sump pump system with a capacity of 3,000 gpm. Work included preparation of a value engineering report, final engineering report, hydrology and hydraulic routing, best management practices for improving water quality, inspection and analysis of existing 2,400 If of 54 -inch discharge piping, Phase I and II environmental assessments, geotechnical investigation, CECIA, permit processing, and coordination with agencies and homeowner associations. Michael Baker also provided structural design for the new facility. The structure is an above grade engine room and pump room with a below grade wet well leading to the retarding basin with an inlet apron and series of trash racks. Walnut Avenue Overcrossing Pumping Plant, Orange County, California. Caltrans. Engineer. Responsibilities included all aspects of structural design, from layout through final drafting. Michael Baker provided design services for a stormwater facility to discharge runoff from the Eastern Transportation Corridor (ETC) located between the northbound ETC Frontage Road and Peter Canyon Channel, close to the intersection between Jamboree Road and Walnut Avenue. Years of Experience: 38 Educationn"raining: B.S., 1960, Civil Engineering, Pontificia Universked daverlana Bogota, Colombia Licenses/Certifications; Professional Engineer - Civil, California, 1994, 52764 Structural Engineer, California, 1998, 4234 Registered Disaster Service Worker, California, 2003, 10246 Professional Engineer - CIVII, 1981,10272 Structural Engineer, 2005, USA- SECB, 1437-0705 Orange County Flood Control On -Call Contract, Orange County, California. County of Orange. Structural Engineer. Responsibilities included preparing Independent check calculations and reviewing final plans for this bridge spanning over the Santa Ana River. Michael Baker provided flood control planning and engineering services to support flood control. The c.,.,,..,...,.......„,,.,.„.,,_..,..._..-._.,._ ,,......._. I” rB p n,lr IQ N A Fabio Sanchez -Duran, P.E., S.E., SECB PROPOSAL Civic Conter5torrnwaterLi ffStatten Renovation Design SeryIces A projects included: Orange County Flood Control Master Plan; San Diego Creek Master Plan Update; Local Drainage Manual Update; Santiago Creek Scour Analysis Plan Check; San Diego Creek Restoration Plans and Operations and Maintenance Manual; Foothill Basins Restoration Plans and Operations and Maintenance Manual; Santa Ana River Reach 9 SARI Line Protection; San Juan Creek Phases 4, 5, and 6 and Trabuco Creek Phase 8; and Edinger Channel - 3D Structural Analysis for Reinforced Concrete Box. The projects included flood control, water quality, and wildlife corridor or habitat conservation and protection. Michael Baker also provided services to obtain resource agency permits. Highland Booster Station Upgrade, Yorba Linda, California. Yorba Linda Water District. Structural Engineer for several foundation structures required for the proposed upgrade. Michael Baker provided engineering design and construction management and inspection services for upgrades to the Highland Booster Station. The pump station was increased to a total capacity of 15,000 gallons per minute, and the project included modification of two of the four electric driven motors and pumps, The project also included the addition of a natural gas - driven backup generator and potential for increasing the pumping capacity of the two remaining electrical driven pumps by 2,000 gallons per minute in the future.( Soquel Canyon Pump Station No. 1, Chino Hills, California. City of Chino Hills, Structural Engineer. Provided structural design for an 80 -foot by 25 -foot CMU building to house the pump station. Michael Baker prepared environmental documentation, preliminary design report, plans, specifications, and cost estimates for a dual -owner facility consisting of two new booster pump stations housed in a single building, one for domestic water and the other for recycled water. The domestic water booster pump station was designed to boost water from the City of Chino Hills' low zone to its intermediate zone. Due to the site's close proximity to surrounding homes, equestrian riding area, and SCE transformer towers, extensive site work for the project was required and included the design of a 16 -foot -high retaining wall around the majority of the site in order to accommodate the building footprint and site access requirements. Other project features included design of a stand-by emergency generator, extensive landscaping, reconstruction of a horse trail, specialty electronic gates, and a security system. Advanced Water Treatment Facilities for the Groundwater Replenishment System, Orange County, California. Structural Engineer. Michael Baker in a subconsultant role, provided engineering services for a Microfiltration Break Tank, Reverse Osmosis Transfer Pump Station, Air Gap Pump Station, and Research Center for the Groundwater Replenishment System. Jointly sponsored by the Orange County Water District (OCWD) and Orange County Sanitation District (OCSD), the groundwater replenishment system will provide a new, reliable, high-quality source of water to recharge the Orange County Groundwater Basin, protect the basin from seawater intrusion and, by recycling water, postpone the need for OCSD to construct a new ocean outfall. The Microfiltration Break Tank is a 165 -foot by 95 -foot by 27 -foot -deep subterranean concrete water storage reservoir supported on pile foundation. The roof slab supports 14 vertical turbine pumps, an 84 -inch diameter steel piping system, and the Reverse Osmosis Transportation Pump Station building. The Reverse Osmosis Transfer Pump Station is a 165 -foot by 32 -foot by 23 -foot steel -framed building with a steel moment frame and braced frames. The Air Gap Pump Station is a single -story steel pump station with an 18 -inch -diameter by 32 -foot -high steel tank on a pile -supported concrete slab foundation. The Research Center is a single -story steel -framed roof system over the 165 -foot by 50 -foot outdoor research area. 12,210110 a N r o N N A r 10 N A 6 Fablo Sanchez -Duran, P.E., S.E., SECB PROPOSAL Civic Center StormwaterLi ft5tation Renovation Design Services Alan Ashimine Environmental Mr. Ashimine prepares environmental and planning studies for public and private sector clients under the California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA), He has extensive experience in the research, analysis, and writing of environmental documentation for a variety of projects involving infrastructure, redevelopment, residential, and industrial uses. Using his broad background and understanding of environmental constraints, Mr. Ashimine provides defensible CEQA/NEPA compliance review and environmental documentation. He uses the skills developed in each of his specialized disciplines to prepare and process environmental documents for a diverse range of projects and land uses. Mr. Ashimine uses his experience to manage and author environmental documentation, often incorporating the results of complex technical documentation to substantiate conclusions within the document. Mr. Ashimine has also successfully prepared environmental documentation for a range of highly controversial projects subject to scrutiny by the general public, environmental organizations, and public agencies. Using his broad background and understanding of environmental constraints, Mr. Ashimine provides detailed, legally sound CEQA/NEPA compliance review and environmental documentation. Project Experience Bay Bridge Pump Station and Force Mains Rehabilitation Study and EIR, Newport Beach, California. Orange County Sanitation District, Environmental Specialist. Managed the preparation of the environmental document. Michael Baker was contracted to deliver a rehabilitation study that provides a solution to reduce the client's risk exposure for rehabilitation of the Bay Bridge Pump Station and Force Mains, one of the client's most critical assets, resulting in agency acceptance and permits for rejuvenation. Michael Baker also prepared an EIR covering the selected location of the new pump station and associated force mains. Linda Vista Complex Facility Master Plan, Anaheim, California. City of Anaheim. Environmental Specialist. Managed the preparation of the environmental document. Michael Baker provided permitting, environmental, civil, structural, and electrical engineering services for a facility master plan at the Linda Vista Complex, a strategic water supply source in Anaheim's water system. The project Included Years of Experience; 18 Education/Training: B.A., 2000, Environmental Analysis and Design. University of California, Irvine Professional Affiliations: Association of Environmental Professionals, Member National Association of Environmental Professionals Orange County Association of Environmental Professionals), Beard of Directors / 2009- 2014 Orange County Association of Environmental Professionals, Legislative Committee / 2008 IN re NN 67 10x A Alan Ashimine '.^PxVYS/u'PHL 3A J� NSfY A SB Civic CenteF°5inrrnwater t_tk atratiun henavcrttari p�tsegn'adiwic®s analyzing historical well production and water quality data; reviewing existing planning studies, Inspection reports, and system operating criteria; conducting hydraulic analyses using the city's existing hydraulic model; sizing the new reservoir and pump station facilities; developing preliminary plans for a water treatment facility; preparing alternative site layouts; preparing lifecycle cost analyses; evaluating construction phasing schedules; and preparing a preliminary design report for the project. Pump Station No. 1 Upgrade Project, Cypress, California. City of Cypress. Environmental Manager. Responsible for environmental documentation. Michael Baker prepared an initial study with proposed mitigated negative declaration for an upgrade to the City of Cypress Pump Station No. 1. The city proposed to demolish the existing station and two residential structures in order to construct a new, upgraded pump station facility. Specific issues included potential impacts associated with growth Inducement, physical division of an established community, and aesthetic impacts associated with the degradation of character and quality within an existing residential community, Poseidon Seawater Desalination Project, Huntington Beach, California. City of Huntington Beach. Project Coordinator. Responsible for environmental documentation and overall project coordination. Michael Baker completed the final environmental impact report {EIR} for a 50- million-gallons-per-day (mgd) seawater desalination facility to be sited adjacent to the AES Huntington Beach Generating Station. The project consisted of seawater intake pretreatment facilities, a seawater desalination plant using reverse osmosis technology, post-treatment facilities, product water storage, chemical storage, on- and off-site booster pumps, and 24- to 48-Inch -diameter product water transmission pipelines up to 10 miles in length. Key short-term project issues included hydrology and water quality, air quality, noise, utilities, aesthetics, hazardous materials, traffic, and biological/cultural resources. The EIR analysis also included an in-depth examination of long-term impacts, including geological Issues; marine water quality; air quality; impacts to public services and utilities; impacts regarding aesthetics, light, and glare; and hazardous materials impacts. China I Dasalter Expansion and Chino It Desalter Projects, California. Chino Basin Desaiters Authority. Environmental Manager. Responsible for the subsequent EIR. Michael Baker provided engineering services to the Chino Basin Desalter Authority {CDA} for the multimillion-dollar Chino I Desalter Expansion and Chino II Desalter projects. The assignment Involved design of a new desaiter facility; expansion and upgrade of an existing desaiter facility; design of numerous groundwater wells; design of water distribution facilities, including pump stations and pipelines; well equipping; and pump witness testing. v ,xrnn,{nvann,. Alan Ashimine PROPOSAL Civic Center Stnrmwcrterf iftStotPon Renovation C9est8n Services Steven Slocum, P.L.S. Survey Mr. Slocum has years of progressive surveying experience. He has worked on several significant projects, including; boundary and street monumentation, topographic data collection, HDS t Years of Experience: 16 ground based Lidar (laser scanning) surveys, aerial control and validation surveys, grading and utility construction staking, EducationITraining: A.A. Certificate of Surveying, control, and settlement and deformation monitoring, Mr. Slocum Santiago Canyon College has worked as a Party Chief on projects including laser scan P surveys, pipeline alignment staking, settlement monitoring, and j Licensos/certifications: tunnel alignment verification, Licensed Surveyor, California, .. 4 2013,9044 'A Project Experience ` Certified Party Chief, California I Transportation Worker Baker Regional Water Treatment Plant, Lake Forest, Identification Credential California. Irvine Ranch Water District. Party Chief. ? (TWIC), California, 2011 Responsible for field surveys. Michael Baker was the lead CPR Certified, 2013 consultant for the Baker Regional Water Treatment Plant (BRWTP), For a number of years, water agencies in South Professional Affiliations:¢ California Land surveyors Orange County have investigated alternatives for improving i Association, Orange County both water supply and water system reliability. These agencies Chapter, Past President determined that a local treatment plant utilizing untreated surface water from Metropolitan Water District as its source of supply would be the preferred alternative. Michael Baker provided preliminary and final design services for the BRWTP. The planus sized for a capacity of 28 mgd and will utilize p miorofiltration as the primary method of treatment. Additional j r. project components Include raw water pump station; raw water 1 pump station for Trabuco Canyon Water District; pretreatment, including chlorine dioxide and coagulant; pressurized MIF f' membranes; UV disinfection; chloramination; backwash recovery system; solids handling facilities; DYK reservoir modifications; and product water pump station. 1 FE08-14-R sunflower Pump Station Rehabilitation, i I Fountain Valley, California. Abhe & Svoboda, Inc. Surveyor. s Michael Baker collected high-definition laser scanning, terrestrial Light Detection and Ranging (LiDAR), data to j prepare three-dimensional modeling of a single auger and its respective concrete cradle. The purpose of the scan was to s verify clearances between the auger and cradle to within one ± half of an inch to one quarter of an inch. The scanning and control survey was completed in four stages. OC -44 Pipeline Rehabilitation/Replacement Project, Orange County, California. Mesa Water District. Surveyor. Responsible for topo surveying The OC -44 pipeline runs approximately 8.6 miles through Orange County. Michael Baker provided a comprehensive plan to investigate the I x i 0 n n n 10 N n 1. Steven Slocum, P.L.S. Civic Center 5tomieroter Lij'tStotion Kenovotion Design Services condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify permitting and follow-on technical studies required to implement the recommended strategy. Final design was prepared for the selected alternative. Santa Ana River Interceptor (SARI) Relocation/Protection On -Call Topographic Field Survey, Orange County, California. Orange County Sanitation District. Surveyor. Responsible for field surveys. Michael Baker has assisted the Orange County Sanitation District and Santa Ana Watershed Project Authority for several years by conducting topographic surveys to assess the stability of the pipeline and manholes along the subject Santa Ana River Interceptor (SARI) line segment, Michael Baker has conducted field surveying for each monitoring survey at critical locations to assess the current pipe depth and compare changes in the pipe depth with previous reports. This work included taking survey cross sections and profiles of the SARI line and the Santa Ana River bed at various locations. Lakeview Transfer R&R Project, Anaheim, California. Orange County Water District. Party Chief. Responsible for field surveys. Michael Baker performed a comprehensive assessment of the existing 7 -foot x 7 -foot reinforced concrete box (RCB) structure, analysis of alternative conveyance options, recommendations for repair or replacement, and final design services for the preferred option for the Orange County Water District (OCWD). Michael Baker's design services included: inspections, structural analysis of the existing RCB structure, hydraulics operation and capacity, analysis of existing drain tubes, flow analysis for repair or replacement options, design calculations, and development of construction documents and drawings. Reservoir No. 18, Chino Mills, California. City of Chino Hills. Party Chief. Responsible for field surveys. Michael Baker provided professional engineering services for the design of a new reservoir that will be a major improvement to the city's water distribution. The proposed reservoir will be located at the site of existing Chino Hills Reservoir No.1 within the Village Oaks community. The project involved an analysis of steel versus concrete tank types, development of demolition plans for the existing reservoir, and design of the new reservoir. On -Call Professional Civil Engineering Services Port of Long Beach, Long Beach, California. Port of Long Beach, Party Chief. Responsible for field surveys. Under an on-call, five-year contract, Michael Baker is providing a variety of design and engineering services. To date, the primary task orders have included: Task order no. 1 - Pier D Water System Interconnect; Task order no. 2 - Pier C Sewer Abandonment Project; Task order no. 3 - Matson Terminal Berth 60 Pavement Condition Investigation; Task order no. 4 - Trailer Village PS&E; Task order no. 5 - Pier D Roadway Improvements; Task order no. 6 -Anaheim/ 1-710 Health and Safety Services; Task order no, 7 - Middle Harbor Pavement Analysis and Report; and Task order no. 8 - Interim Headquarters Tenant Improvements 4801 Airport Plaza Drive. I N r 0 n 0 n T 1 a AL Steven Slocum, P.L.S. is % r Awl �,"r V1'�,F,.; - Y� st � a,�l �'' z ✓�y�,te ."�,'; da'�, � e`�,rm,r FY gg ,T'2`pyjrrAj±e. 'i r � I i^�a- ��� IirS+t g>z aA din{a'"�+%i�n'�`Pi��''"uu�.''�a ✓ u .+i'�t'j,,�yT,�' �`u'�za �'� � erfi z .� i "7 i< y' �,rr� - ra 4 r�4 'r•'+o WPM- m''Swt iP cry � �of S arv�c s and Schedule d n VC, KI 1�1d�d���M�4,m 41 Yv�f: f 4 li iK i y h � m v1 y4 : ) t 1*5* '� ,u _ ' t I '',�'.• � W .. � a ^" a !4N d' c3 t� ' us < vM is % r Awl �,"r V1'�,F,.; - Y� st � a,�l �'' z ✓�y�,te ."�,'; da'�, � e`�,rm,r FY gg ,T'2`pyjrrAj±e. 'i r � I i^�a- ��� IirS+t g>z aA din{a'"�+%i�n'�`Pi��''"uu�.''�a ✓ u .+i'�t'j,,�yT,�' �`u'�za �'� � erfi z .� i "7 i< y' �,rr� - ra 4 r�4 'r•'+o WPM- m''Swt iP cry � �of S arv�c s and Schedule 0 k.r 11 P AN . k Er ,'Yyq P !!M 4, r d n 1�1d�d���M�4,m 41 Yv�f: 0 k.r 11 P AN . k Er ,'Yyq P !!M 4, r u d u Civic Canter StormwoterLlff Stodon Renovotdon Design Services Michael Baker has reviewed the City's proposed scope of work detailed in Attachment 1 of the RFP. We intend to follow this scope as written; however, in the following paragraphs, we have included some clarifications and assumptions used for budgeting purposes. We have also provided value-added scope suggestions, for the City's consideration. Task 1 — Pre Design A. Project Kickoff & Site Visit. Michael Baker conducted an extensive site visit during the preliminary study, and has reviewed the study to refamiliarize with the project. In general, Michael Baker agrees with the proposed upgrades outlined In Alternative SA1 and F1 of the preliminary study. During the detailed site visit, Michael Baker's team, consisting of personnel involved with the preliminary study, as well as new members experienced in pump station rehabilitation projects, will reevaluate the selected alternatives. B. Value Engineering Summary. Following the detailed site visit, Michael Baker will analyze the selected alternatives to identify value engineering opportunities. Potential value engineering opportunities that have been identified during the proposal phase are included in the Understanding of Need. These opportunities, as well as others, will be evaluated at the time of the site visit. C. Project Coordination. Michael Baker will provide project management and coordination, and will prepare progress reports, schedules and invoices according to the City's requirements. It is assumed progress reports, schedules and invoices will be provided or updated monthly. Michael Baker will secure permits for site work during the Pre -Design and Design phases, Construction phase permitting is excluded, as it is assumed this will be the responsibility of the Contractor. It is assumed there will be three (3) Progress Review Meetings (not including the preconstruction meeting, see Task M). D. Records. Utilities. & Facilities Research. Michael Baker will research existing utility information, record drawings, and field conditions as outlined in the RFP. During the Preliminary Study, no record drawings of the Flower PS were available, and it is assumed that Michael Baker will be responsible for field measurements of the existing pump station to the extent required to produce the construction documents. E. Environmental Clearance Document. Based on a review of the proposed improvements and existing setting, it is anticipated that a CEQA Categorical Exemption will apply to each lift station project. Michael Baker proposes to utilize the exemption under Section 15301, Existing Facilities, which allows for the minor alteration of an existing public facility. As such, Michael Baker will prepare a Notice of Exemption (NOE) as required under CEQA. The NOE will cite the CEQA Guidelines, Section 15301, Existing Facilities. The NOE will provide a brief project description, a description of the project site and affected area, graphics to support the project description/location, and substantiation for the exemption. IN INA NAY I ON At. 19 PROPOSAL r Ctvte CenterStormwaterLij~tarotion Renovation Design Services r The NOE will be filed with the County Clerk and Slate Clearinghouse upon approval by the City. This task includes consultation with City staff at the onset of the project to verify the approach and key issues. This task assumes that a total of two (2) separate Categorical Exemptions will be prepared (one for each lift station). Pre -design Phase Deliverables • Value Engineering Summary —a technical memo (pdf) identifying potential value engineering opportunities. This memo will be used as a basis of agreement on conceptual design. • Progress reports, schedules and invoices according to the City's requirements. Task 2 — Deslan Phase Site Plan Design PS&E— Construction Documents. Michael Baker will provide a title sheet and a site plan for each pump station. If adequate record information is not available for the Flower PS, a field survey around the pump station may required for re -grading and installation of the CDS stormwater treatment unit. The field survey has been included in Task N under Optional Services. G. Mechanical Design PS&E— Construction Documents. Michael Baker will provide mechanical project design PS&E for both lift stations, including demolition plans, mechanical plans, sections, specifications, and estimate, H. Electrical Design PS&E —Construction Documents. Michael Baker will provide electrical project design PS&E for both lift stations. The electrical design excludes coordination of an Arc Flash Study. SCADA Control Plan Design PS&E — Construction Documents. Michael Baker will provide SCADA project design PS&E for the Flower PS, including design of a new RTU housed in the proposed MCC. It is assumed that the existing RTU will remain at the Santa Ana PS, and will only require minor modifications for the new instrumentation. The radio path survey recommended in the Preliminary Study is not included in this scope, however, it is recommended this be included in the construction phase of the project. Sheet List 1 G1 Title Sheet 2 G2 General Notes and List of Drawings 3 C1 Site Plan - Santa Ana PS 4 C2 Site Plan, Grading and Yard Piping - Flower PS 5 C3 Civil Details 6 D1 Demo Plan - Santa Ana PS 7 D2 Demo Plan - Flower PS 8 M1 Mechanical Plan & Sections - Santa Ana PS_ 9 M2 Mechanical Plan & Sections - Flower PS 10 M3 Mechanical Details IN Tk It NAT I ON AL 20 PROPOSAL Civic CentarStorrnwoterl.lft5to%ion Renovation Design Services 11 M4 Mechanical Details 12 S1_ Structural Plan and Section — Santa Ana PS 13 $2 Structural Plan and Section — Flower PS 14 E1 Electrical Symbols, Notes and Abbreviations 15 E2 Single Line Diagram 16 E3 Electrical Site/Power Plan — Santa Ana Pump station 17 E4 Electrical Site/Power Plan — Flower Pump Station 18 1 E5 I Electrical Conduit and Cable Schedule 19 1 E6 Pump Control Schematic Diagram 20 E7 PLC Connection Diagram 1 21 E8 PLC Connection Diagram 2 22 E9 Electrical Details 23 11 P&ID Le end 24 12 P&ID Diagram 1 25 13 _. P&iD Diagram 2 Design Phase Deliverables • 90% plans — four (4) full size (24" x 36") sets of signed and sealed prints. • 90% Special Provisions (SSPs) — Electronic copy of SSPs in MS Word showing tracked changes. SSPs will include 90% level quantities and estimates, pay Item list, and design calculations. • 90% technical specifications - electronic copy. • 90% cost estimate and quantity calculations - electronic copy. • 90% design calculations- electronic copy. • 90% design check calculations- electronic copy. Final plans - electronic copy. • Final technical specifications - electronic copy. • Final cost estimate and quantity calculations - electronic copy. • Final design calculations. • Electronic files will be provided in their original format and in PDF for all plans, specifications and estirnates Task 3 — Permits / Compliance / O&M J. Operations and Maintenance (O&M) Plan/Report. Michael Baker will prepare an O&M Plan that outlines best practices for each facility. It is assumed the Contractor will provide detailed and complete O&M information for the supplied equipment. K. Permits Compliance. Michael Baker will review and recommend which permits are required. Since flow and discharge location of the pump stations will remain unchanged, it is assumed that no permit will be required from the regional water quality control board. Since no equipment that emits air contaminants is proposed in this project, it is assumed that no permit air quality permit will be required. Michael Baker will work with the City to perform the plan checks outlined in the RFP, and will work with other utility and regulatory agencies, including Southern California Edison, to determine if there are any additional plan checks or permits required. IRTIRNR110N0.L 21 PPOP SAL Civic CenterStormwaterl i ffStoaon Renovation Desigasiwiccs L. OSHA and/or Qthar Required Safety Trainings & PPEs. Michael Baker will identify and obtain trainings and Personal Protection Equipment (PPE) required for staff encroaching into the work area. Training events will be coordinated with the Clty"s staff for joint participation at no cost to the City. It is assumed that confined space entry into the wet wells is not desired by the City, if this is desired, the PPE and training can be provided for an additional fee. Permits / Compliance / O&M Phase Deliverables • O&M manual —electronic copy • Documents required for permit compliance will be provided to the respective agencies. The City will be copied on all correspondence. Task 4 -- Bid and Construction Support Services M. Bid & Construction Support. Michael Baker will perform bid support and construction services, as follows: Bid Support: Michael baker will answer questions regarding interpretation of the bid documents and will prepare and Issue addenda when required. Meeting Attendance: Michael Baker will attend construction meetings, as requested by the City. It is assumed the preconstrudon meeting will be attended by the Project Manager and the Project Engineer, and two (2) additional construction meetings will be attended by the Project Engineer. Answer Requests for Information (RFIs): Michael Baker will provide technical guidance and exhibits/sketches as needed to the City in responding to RFis during construction. Michael Baker will log and track RFis. Michael Baker is assuming ten (10) RFis for this project Review Shop Submittals: Michael Baker will review the Contractor's submittals and shop drawings for design intent and general compliance with the Contract Documents. Michael Baker has estimated that the Contractor will submit up to twenty (20) submittals with ten (10) additional resubmittals. As -Guilts: Michael Baker will compile all Feld construction notes, and deviations from the final plan set that occurred during construction into a final full-size set of record drawings. Task 5 — Optional Services N. Field Survey, Michael Baker will conduct a field survey of the Flower PS to provide data for re -grading and addition of CDS Stormwater Treatment Unit, Project Control Horizontal and vertical control will be established at the site sufficient to support final design. Unless otherwise directed by the Client, the basis of horizontal control will be California Coordinate System of 1983 (CCS 83), Zone 6, Epoch 2007.00. Coordinates will be expressed as grid values in terms of the U.S, survey foot Coordinates will be based on the published values from the National geodetic survey (NGS). Vertical control will be provided iWtuhaPt BaktT. PROPOSAL x Civic CenterStormwaterLi{tStatianRenovation DoOsp Serviceslo in terms of the North American Vertical Datum of 1988 (NAVD 88), based locally upon County of Orange benchmarks. Densifled project control and benchmarks will be set at appropriate intervals along the beginning and end of the project. Topographic Mapping Topographic mapping will be provided for design -level detail at a scale of 1"= 40' with one (1) foot interval contours. Mapping will meet the requirements in 'IASPRS Accuracy Standards for Large -Scale Maps," dated March 31, 1993, and will be provided in AutoCAD format including a digital terrain model (DTM). CADD files to be provided with standard Michael Baker file specifications compatible with AutoCAD Civil 3D format unless specified by client. Topography shall include obtaining locations, elevations, and descriptions of: • Contours at one -foot intervals • Spot elevations on hardscape features. • Curb and gutters, sidewalks and driveways. • Pavement areas Including the roadway surface and cross gutters. • Power poles, streetlights, traffic signals and major signs, overhead power lines within the Right of Way. • Above ground utilities including valves, pull -boxes, meters, and vaults. • Manhole Rims and Inverts. • All major surface features that define the shape of the terrain, such as tops and toes of slopes, grade breaks and natural ground • Fences and walls within the City Right of Way O. Potholing. Michael Baker's subconsultant will provide potholing services, if requested by the City, to identify potential utility conflicts. A preliminary allowance that includes up to five (5) potholes is provided in the fee schedule. This allowance assumes (3) potholes 12 in x 12 in, up to 5 feet deep, and two (2) potholes 12 in x 12 in, 5-10 feet deep. C Below Proposal: C Below will perform (5) potholes as indicated in the client provided potholing exhibit. A standard pothole is 12 in x 12 in, up to 5 feet deep, performed to the top of pipe or encasement with sand backfill and a permanent surface patch. Additional costs: Potholes outside of our standard will be billed based on actual depth or conditions. Limitations on work hours may cause additional mobilization or traffic control charges. Permitting fees will be adjusted to actual costs. If C Below is not hired to mark the locations of the potholes, they will be performed off of the utility provider's marks under the client's direction. Utility providers typically do not mark out sewer or storm drain lines. Dry holes are considered billable. Locating is a separated line item that will be represented on your estimate. INYk NNBTItlNA4 23 Ptt�?gt:AL �h Asa Civic CenterStormwater Li ftStotion Renovotion Design Services Client will be provided a detailed potholing report at the conclusion of the investigation: Service Includes; Vacuum Excavation to top of utility, encasement or stop depth Permanent Cold Patch Sand Backfill Removal of Debris Pothole Report Service Does Not Include Permitting Standard Traffic Control Hot Patching Slurry Backfill Engineered Traffic Control Plans Extensive Traffic Control Flagging for Traffic Control P. Design of Temporary Pumpina System. Michael Baker will provide a design of a temporary pumping system that can be used during the rainy season. The design will include a schematic layout showing bypass pump location and discharge point, hydraulic calculations to size temporary pumps, and selection of suitable pumping equipment. IN T E R X AT I O R AL 24 PPOPO AL Civic CenterStormwote€Lift totionRenovatlonD�Slpselyim� ID1task Name Ommtlon �Sla t !! Flnleh ....I I QAJ1B QIf32o}}P IQm<.2mP Qa 1.2U1 if _.. 1 ._ ........._.. .. ........ ..,1. _ C. __ i4i3Y!Mzi34ii4u919 D:4sSINa Po n f.44':1 1 Taakt� Bre PPsi@n L79 muna TW 7117115 Mmr4f3138 ! r i p Ptole[tAmmdD.te On., 1.0111.1/18 Tue7pR18 7/27 a 3 .. .. Pmleal Nickoff Meeiing&SICa Vitlf ...... Otlays MOD7/23!15 Man 7/29/14 I r 7/23 ¢ V41ue Eno;nasring Summary 10 d.0 Tee 7/17/18 Mon 1/BD/SP . .....g.... Agrreamem on Cod,.PIear PealBn 04ay4 Mon 9/6/18 Mon 9/6/16 ! /@ ...._ @enoras, UtllO & Fdnr41Uee 4ezearnh 20 Jays Teo Tima Man S/58/14 ( kkki T ( PaeFwtingr (aRDanail SdaR TUR 8123Jitl Tuae121118 f 1, 7 @ ... .._. Envlronmentel tlearnn<n Document Iu doyn TueP21/18 Mon 9/4/18 �..............� 9 TaakXOeelgn Pheae b8 mon! TO O/'!/Stl Man 10/0.5!18 yp PO%[natowlan DOwndntf Pg&G 25 days Tun B/7/1g Man 91W/18 YI j Cky Rovlaw pntlod awkt iuo 9J11j18 tion 10[}(14 22 J(j Tetbwrary Pumpong 5}stem DoMott(omlonno 10@eYs 'Ti"AYtiS Man91X4118 080%Gonstr.Rlon Doc.mnnts p9&E io days Tu¢10/2118 Mun lD)15118 1'. 7,A �Tdblt4&0•Pld&0oneematlAn 9uppnn%rvlaen&q&NB.X5 mono Teo 10/16/74 Mon 7/1119 15 41d 9repamtlon 10 days Tue 10/15/18 Mon 10/29/18 10 91d9u4R01YlAdvart4a/91d/Awafdl Lmane T.e 10/90/10 M..V/24/18 1 1 Cn u k nbbPWrf umnns TUt .2(IS/18 mnn Git9fL5 ! q8�� ODM PtwWRgpINt SP days--�Tue f>)12119 Man ljY)14 j 14 Ak.Wlt4 15deys Too 6111119 Mnn7/Bln9 20 PYGj4e[tnmplon, - Ornuns Mon 9/1/19 Mnn 7/1/19 Project Santa Ane lift Statlan 5ched dumpMlenone s cryI os pate ffl5118/18 Ser maty '9 �VWvuiBher Tuk bifchzel SakeY 'iM l ^` r .M 4 nit+ �J�p ;a a F �nit y'M'M MJk' Zo q Y- r k l,y 'iM l ^` r .M 4 nit+ �J�p l * �e Wk '' rz s );n wY Certifications ZO„": .M 4 nit+ �J�p Certifications ATTACHMENT ENT 3-1NON-COLLUSION AFFIDAVIT CERTIFICATIONS IONS NON-COLLUSION— Critic 23 United States Code Section 112 urrd Public Contract Code Ssction 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 7100 the BIDDER declares that the bid is not [Wade 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 hid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a share bid, or that anyone shall refrain from bidding; that the BI'DD'ER 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 overlrcad, 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 infortnation 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 Nous -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof small also constitute signature ofthis 'Non -collusion Affidavit, BIDDERS are cautioned that making a.false certification may subject the certifier to criminal prosecution. Signed ............ _._. _, 'State of CaliCalifornialohu Nagle, RE County of Orangc Subscribed and sworn to (or affirmed) before me on this day of _, 20_, by proved to me on the basis of satisraotory evidence to be, the person(s) who appeared before me.k Notary Public Signature Notary Public Seal City of Santa Ana RFP Mage A3•,1 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202 as Attached Document (Notary to crass out lines 1 _6 below) L..; See Statement Below (Lines 1-6 to be completed only by document signer[s), not Notary) Signature of Document Signor No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate vellfles only the identity of the individual who signed the document to which this certificate is attaohod, and not the truthfulness, accuracy, or validity of that dooument: J State of California County of 2jv n -a CINDY OKAMOTO Notary Public - Golifornia R • orange county i Com Mission N 2171118 M Comm. Oapirea Nov 7.2020 Subscribed and sworn for (or affirmed) before me on this ,T-7day of 20 ,16, by Date Month Year (and (2)—__ Names) of Signer(s) proved to me on the basis of satisfactory evidence to be the person(s) who appeared b fore me. Signature Signatu f Notary Public seal Place Notary Seel Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ,� �� q � Document pate. Number of !sages: ______ Signer(er) tither Than Named Above: :V'^-�.`?'&'�'&vi=C'<;4"�lb�Jtr'�'C' ..___"U1R�✓_'v"_2'�:L'£%'a,'Ce"..4�`S.SJGvT?.44X.T-�.."5�..e�."i..'RN.'."d5'nY.&T.kSFSi:SiG'i�,RRtt 02014 National Notary Association - www.NatiorialNotary.or0 • 1.800 -US NOTARY (1-800) 876.6827) Item #5910 Appendix --- F � ATTF�CHMENT 3-2; NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and siibinitting this bid or proposal, to the best of his or her lusowledge and belief, that: I , 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 ofa Member of Congress in connection with the awarding of any federal contract, the snaking of any federal grant, the malting of any federal loam, tate entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, lotus, or cooperative agreement. 2. If any fund's other than Weral appropriated funds have been paid or will be paid to ally 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 oertification is a material representation of tact upon which reliance was placed when this transaction was made or entered into. Submission of this certification 1s a prerequisite for snaking or entering into this transaction imposed by Section 1352, Title "a 1, U. S. Code. Any per -son who fails to file the required cerclf9cation shall be subject to a civil penahy 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 herbid or proposal that Ice or she shalt 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 accordiogly, Signed and Printed Name; Title Vicc President Date Ma'y 21, 20113 Ti City of Santa Ana RFP Paye A3.2 John Nagle, P.E. Appendix ATTACHMENT 3-3: 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, regaxd 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 be/she has a collective bargaining agrecment 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. futmi,sh 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 totes, 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, 1465, and such other sanctions may be imposed and remedies involved as provided in Executive Order 11.246 of September 24, 1.965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law, 7. 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 A3-3 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 tine 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, religions 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. U Signed: Title: Cr/ -- Fiim: Michael Baiter International, Inc. Date! Gity of Santa Ana RFP Page A3-4 I R w a 10NAL 5 Hutton Centre DrIvey/ Syjte «,«< »yam ac go + \ W.. i ® ,4o CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD,YYYY) 08/17/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk services Central, Inc. Pittsburgh PA office CONTACT NAME: INC. No. Ext): (866) 283-7122 FAX No.): (800) 363-0105 E-MAIL ADDRESS: EQT Plaza - Suite 2700 625 Liberty Avenue INSURER(5) AFFORDING COVERAGE NAIC # Pittsburgh PA 15222-3110 USA INSURED INSURERA: XL Insurance America Inc 24554 Michael Baker International, Inc 5 Hutton Centre Drive suite 500 INSURER B: Liberty Mutual Fire Ins Co 23035 INSURER C: Liberty Insurance Corporation 42404 Santa Ana CA 92707 USA INSURER D: Lloyd's Syndicate No. 2623 AA1128623 INSURER E: EACH OCCURRENCE $2,000,000 INSURER F: COVERAGES CERTIFICATE NUMBER: 570072717609 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested I LTR TYPE OF INSURANCE INSD SUBK WVO POLICY NUMBER MM/DD/YYYY POLICY EXP MMIDDIYYYY LIMITS B X COMMERCIAL GENERAL LIABILITY TB EACH OCCURRENCE $2,000,000 CLAIMS -MADE X❑ OCCUR General Liability $300,000 PREMISES Ea occurrence MED EXP (Any one person) $10 , 000 p PERSONAL &ADV INJURY $2,000,000 to 1- GENT AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $4,000,000 JECT ❑LOC POLICY xPRO--X , ,r OTHER: O r BA52-681-004145-727 AUTOMOBILE LU181Ln-Y 08/30/2017 08/30/2018 COMBINED SINGLE LIMIT a accident) $2,000,000 U) Commercial Auto - A05 BODILY INJURY ( Per person) X ANY AUTO Z BODILY INJURY (Per accident) OWNED SCHEDULED w AUTOS ONLY AUTOS HIRED AUTOS NON -OWNED t0 PROPERTY DAMAGE ONLY AUTOS ONLY Per accident)V w 1: d A X UMBRELLALIAB X OCCUR U500079952L117A 08/30/2017 08/30/2018 EACH OCCURRENCE $10,000,000 U Umbrella AGGREGATE $10,000,000 EXCESS LU1B CLAIMS -MADE DED X RETENTION $10,000 C WORKERS COMPENSATION AND WA768DO04145777 08 —36-r2 —517 08/30/2018 X I PER STATUTE OTH- ER EMPLOYERS'LIABILITY YIN workers Comp - AOS E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETOR/ PARTNER I EXECUTIVE OFFICER/MEMBER EXCLUDED? N I A E.L. DISEASE -EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below -_ E.L. DISEASE -POLICY LIMIT $1,000,000 D E&O-PL-Primary PSDEF1700460 08/31/2011 08/31/2018 Per Claim $5,000,000 Professional Liab. and CP Aggregate $5,000,000 n DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) RE: civic center Stormwater Lift Station Renovation. MB Project No. 167946. Agreement No. A-2016-093 / A-2015-170 / A-2018-177. ". city of Santa Ana, ROSS Anex is included as Additional Insured in accordance with the policy provisions of the General Yi�J Liability policy. General Liability evidenced herein is Primary/Non-Contributory to other insurance available to an Additional Insured, but only in accordance with the rn policy's provisions. Should any of the above described policies be cancelled before the expiration date thereof, the policy provisions will govern how notice of cancellation may be delivered to certificate holders in accordance with the ol" rovisions of each olic . REVIEWED BY: EUNICE HEREDIA (PG i OF, ) CERTIFICATE HOLDER CANCELLATION a:-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE yl EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE _+ �' POLICY PROVISIONS. City of Santa Ana, Ross Anex AUTHORIZED REPRESENTATIVE &� 20 civic center Plaza P.O. BOX 1988 Santa Ana CA 92702-1988 USA n/% it p 9f`Gc ' WQ ' p)�iL ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD POLICYNUMBER: T132-681-004145-717 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 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 LIABILfTY COVERAGE PART 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', "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 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: Name Of Additional Insured Person(s) Or Organization(s): 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the 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 apart of the same project. 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 contractor agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; SCHEDULE All persons or organizations With whom you have entered into a written contract or agreement, prior to an "occurrence" or offense, to provide additional insured status. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Location(s) Of Covered Operations All locations as required by a written contract or agreement entered into prior to an "occurrence" or offense. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 REVIEWED BY: EUNICE HEREDIA (PG) OF Id POLICYNUMBER: TB2-681-004145-717 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 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 agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. Name Of Additional Insured Person(s) Or Organization(s): 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 contractor 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. SCHEDULE All persons or organizations with whom you have entered into a written contract or agreement, prior to an "occurrence" or offense, to provide additional insured status. Location And Description Of Completed Operations All locations as required by a written contractor agreement entered into prior to an "occurrence" or offense. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of REVIEWED BY:EUNICE HEREDIA (PGOF ) Policy Number TB2-681-004145-717 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY —UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Organizations : Email Address or mailing address: Number Days Notice: Per schedule on file with the Company 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. REVIEWED BY: EUNICE HEREDIA (P4 0 ) Policy Number AS2-681-004145-727 Issued by LIBERTY MUTUAL FIRE INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Organizations : Email Address or mailing address: Number Days Notice: Per schedule on file with the company Per schedule on file with the company 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. REVIEWED BY: EUNICE HEREDIA (PG OF% ) NOTICE OF CANCELLATION TO THIRD PARTIES A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule below by email as soon as practical after notifying the first Named Insured. B. This advance email notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. SCHEDULE Name of Other Person(s) / Organization(s): Email Address: Per schedule on file with the producer Per schedule on file with the producer All other terms and conditions of this policy remain unchanged. Issued by: Liberty Insurance Corporation For attachment to Policy No. WA7-68D-004145-777 Effective Date 8/30/2017 Premium $ Issued to: Michael Baker International, LLC WM 90 17 09 10 © 2010 Liberty Mutual Group of Companies Page 1 of 1 Ed. 09/01/2010 All Rights Reserved REVIEWED BY: EUNICE HEREDIA (PG�j/ OF7 ) COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. Policy Number TB2-681-004145-717 Issued by Liberty Mutual Fire Insurance Company CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 REVIEWED BY: EUNICE HEREDIA (PG -1 OF -7 ) CERTIFICATE OF LIABILITY INSURANCE rATE(MMI08/24/20118 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc. Pittsburgh PA Office CONTACT NAME' PHONE (866) 283-7122 FAX (800) 363-0105 (AIC. No. Ext): (AIC. No.): EQT Plaza - Suite 2700 625 Liberty Avenue E-MAIL ADDRESS: Pittsburgh PA 15222-3110 USA INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURERA: Liberty Mutual Fire Ins CO 23035 Michael Baker International, Inc S Hutton Centre Drive suite 500 INSURER B: Liberty insurance Corporation 42404 syndicate No. 2623 AA1128623 INSURER C: Lloyd's S Y Y Santa Ana CA 92707 USA INSURER D: XL Insurance America Inc 24554 POLICY ❑X PRO- LOC JECT INSURER E: INSURER F: \ WV"r%P%WF—Q \ r_rxiiri,-AIC Illuivi CI[: O/UU/L/OOOOI KtVIJIUN NUIVItStK: 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. Limits shown are as requested LTPO R TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY TB EACH OCCURRENCE $2 , 000,000 CLAIMS -MADE X❑ OCCUR General Liability A $300,000 PREMISES Ea occurrence) $10,000 $2,000,000 $4,000,000 $4,000,000 O 0 r` $2,000,000 0 Z d UV i. d 10,007000 U 10,000,000 $1,000,000 $1,000,000 $1,000,000 — $5,000,000 — $5,000,000 DESCRIPTION OF OPERATIONS (LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Civic Center Stormwater Lift Station Renovation. MB Project No. 167946. Agreement NO. A-2016-093 / A-2015-170 / A-2018-177. City of Santa Ana, Ross Anex is included as Additional Insured in accordance with the policy provisions of the General Liability policy. General Liability evidenced herein is Primary/Non-Contributory to other insurance available to an Additional Insured, but only in accordance with the policy's Provisions. Should any of the above described policies be cancelled before the expiration date thereof, the policy provisions will govern how notice of cancellation may be delivered to certificate holders in accordance with the policy provisions of each policy. REVIEWED BY. EUNICE HEREDIA (PG P OF F ) CERTIFICATE HOLDER C I ull= Q Ijl v SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MED EXP (Any one person) City Of Santa Ana, ROSS Anex 20 Civic Center Plaza PERSONAL& ADV INJURY P.O. BOX 1988 Santa Ana CA 92702-1988 USA ��QQ �/% ec911 ttl m0 Q GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY ❑X PRO- LOC JECT PRODUCTS - COMPIOP AGG OTHER: A AUTOMOBILE LIABILITY AS2-681-004145-728 08/30/2018 08/30/2019 COMBINED SINGLE LIMIT Commercial Auto - AOS Ea accident BODILY INJURY ( Per person) X ANYAUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident HIREDAUTOS NON -OWNED ONLY AUTOS ONLY D X UMBRELLA LAB X OCCUR US00079952L118A 08/30/2018 08/30/2019 EACH OCCURRENCE Umbrella — AGGREGATE EXCESS LIAB CLAIMS -MADE DED I X RETENTION $10,000 B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN WA768DO04145778 work workers Comp - AOS 08/30/2018 08730/2019 X PER OTF STATUTE E.L. EACH ACCIDENT ANY PROPRIETOR/ PARTNER/ EXECUTIVE OFFICER/MEMSER EXCLUDED? NIA E.L. DISEASE -EA EMPLOYEE (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT C E&O-PL-Primary PSDEF1800460 08/31/2018 08/30/2019 Per Claim Professional Liab, and CP I I Aggregate $10,000 $2,000,000 $4,000,000 $4,000,000 O 0 r` $2,000,000 0 Z d UV i. d 10,007000 U 10,000,000 $1,000,000 $1,000,000 $1,000,000 — $5,000,000 — $5,000,000 DESCRIPTION OF OPERATIONS (LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Civic Center Stormwater Lift Station Renovation. MB Project No. 167946. Agreement NO. A-2016-093 / A-2015-170 / A-2018-177. City of Santa Ana, Ross Anex is included as Additional Insured in accordance with the policy provisions of the General Liability policy. General Liability evidenced herein is Primary/Non-Contributory to other insurance available to an Additional Insured, but only in accordance with the policy's Provisions. Should any of the above described policies be cancelled before the expiration date thereof, the policy provisions will govern how notice of cancellation may be delivered to certificate holders in accordance with the policy provisions of each policy. REVIEWED BY. EUNICE HEREDIA (PG P OF F ) CERTIFICATE HOLDER C I ull= Q Ijl v ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City Of Santa Ana, ROSS Anex 20 Civic Center Plaza AUTHORIZED REPRESENTATIVE P.O. BOX 1988 Santa Ana CA 92702-1988 USA ��QQ �/% ec911 ttl m0 Q ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: TB2-681-004145-718 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 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 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', "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 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: Name Of Additional Insured Person(s) Or Organization(s): 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the 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. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: SCHEDULE All persons or organizations with whom you have entered into a Written contract or agreement, prior to an "occurrence" or offense, to provide additional insured status. 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 contractor 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. Location(s) Of Covered Operations All locations as required by a written contract or agreement entered into prior to an "occurrence" or offense. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 REVIEWED BY: EUNIGE HEREDIA (PG - &F , ) POLICYNUMBER: T132-681-004145-718 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 A. Section II — 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 agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. Name Of Additional Insured Person(s) Or Organization(s): 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 bythe contractor 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. SCHEDULE All persons or organizations with whom you have entered into a Written contract or agreement, prior to an "occurrence" or offense, to provide additional insured status. Location And Description Of Completed Operations All locations as required by a written contract or agreement entered into prior to an "occurrence" or offense. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of REVIEWED BY: EUNICE HEREDIA (PG OF Ld Policy Number TB2-681-004145-718 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT —SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization shown in the Schedule of this endorsement that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV - Conditions will not apply. If the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV - Conditions will govern. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same "occurrence", claim or "suit'. Schedule Person or Organization: All persons or organizations with whom you have entered into a written contract or agreement, prior to an "occurrence" or offense, to provide additional insured status. LC 24 20 0213 © 2013 Liberty Mutual Insurance. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. REVIEWED BY: EUNICE HEREDIA (PG LOF ) Policy Number TB2-681-004145-718 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY — UMBRELLA COVERAGE FORM Schedule Name of Other Person(s) / Organization(s): Email Address or mailing address: Number Days Notice: Per schedule on file with the Company 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011 Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. REVIEWED BY: EUNICE HEREDIA (PG.,,) OF ) Policy Number: AS2-681-004145-728 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Organization(s): Email Address or mailing address: Number Days Notice: Per schedule on file with the Company Per schedule on file with the Company 30 A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. REVIEWED BY: EUNICE HEREDIA (PG OF j