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NV5, INC-A-2020-075-05
INSURANCE ON FILE WORK MAY PROCEED 1 um INSURANCE EXPIRES CLERK OF COUNCIL ,'C 5 A-2020-075-05 AGREEMENT TO PROVIDE ON -CALL WATER RESOURCES ENGINEERING t,� SERVICES -C THIS AGREEMENT is made and entered into this 21 st day of April, 2020 by and between NV5, 2Z Inc. ("Contractor"), and the City of Santa Ana, a charter city and municipal corporation organized o and existing under the Constitution and laws of the State of California ("City"). rn o RECITALS N O A. On October 29, 2019, the City issued Request for Proposal No. 19-100, by which it sought qualified contractors to provide on -call water resources engineering services for the City's Public Works Agency. B. Contractor submitted a responsive proposal that was among those selected by the City. Contractor represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 19-100. C. In undertaking the performance of this Agreement, Contractor represents that it is knowledgeable in its field and that any services performed by Contractor under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional contracting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES On an as -needed basis, and at the City's sole discretion, Contractor shall perform the services described in the scope of work that was included in RFP No. 19-100 and that is attached as Exhibit A, and as further delineated in Contractor's proposal, which is attached as Exhibit B and incorporated in full. 2. COMPENSATION a. City neither warrants nor guarantees any minimum or maximum compensation to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C. Contractor is one of two contractors selected to provide services on an as -needed basis under RFP No. 19-100. The total compensation for services provided by all contractors selected under RFP No. 19-100 shall not exceed the shared aggregate amount of $2,000,000 during the term of this agreement, including any extension periods. b. Payment by City shall be made within forty-five (45) days following receipt of proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of Page I of 8 performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate on April 21, 2023, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for one (1) additional term of two (2) years upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services being performed are part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. INDEPENDENT CONTRACTOR Contractor shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer -employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Contractor performs the services which are the subject matter of this Agreement; however, the services to be provided by Contractor shall be provided in a manner consistent with all applicable standards and regulations governing such services. Contractor shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 6. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Contractor under this Agreement ("Documents & Data"). Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all Documents & Data. Contractor makes no such representation and warranty in regard to Page 2 of 8 Documents & Data which were provided to Contractor by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 7. INSURANCE Prior to undertaking performance of work under this Agreement, Contractor shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Contractor shall maintain commercial general liability insurance naming the City, its officers, employees, agents, volunteers and representatives as additional insured(s) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Contractor's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the City, its officers, employees, agents, volunteers and representatives as additional insured(s); (b) be primary with respect to insurance or self-insurance programs maintained by the City; and (c) contain standard separation of insureds provisions. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non -owned automobiles. C. Worker's Compensation Insurance. In accordance with the California Labor Code, Contractor, if Contractor has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance, Prior to commencing the performance ofthe work under this Agreement, Contractor agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Contractor is or employs a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim with $2,000,000 in the aggregate. e. The following requirements apply to the insurance to be provided by Contractor pursuant to this section: (i) Contractor shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved by the City. 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 contractor, without thirty (30) days prior written notice to the City. (iv) Contractor shall supply City with a fully executed additional insured endorsement. f. If Contractor fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not affect Contractor's right to be paid for its time and materials expended prior to notification of termination. Contractor waives the right to receive compensation and agrees to indemnify the City for any work performed prior to approval of insurance by the city. 8. INDEMNIFICATION Contractor agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Contractor or its subcontractors, agents, employees, or other persons acting on their behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Contractor further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages,just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Contractor's services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Contractor shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney's fees, for infringement of any United States' letters patent, trademark, or copyright contained in the work product or documents provided by Contractor to the City pursuant to this Agreement. Page 4 of 8 10. RECORDS Contractor shall keep records and invoices in connection with the work to be performed under this Agreement. Contractor shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Contractor under this Agreement. All such records and invoices shall be clearly identifiable. Contractor shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Contractor under this Agreement. 11. CONFIDENTIALITY If Contractor receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Contractor agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Contractor disclosed in a publicly available source; (c) is in rightful possession of the Contractor without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Contractor without reference to information disclosed by the City. 12. CONFLICT OF INTEREST CLAUSE Contractor covenants that it presently has no interest and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 13. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana Page 5 of 8 20 Civic Center Plaza (M-30) 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 To Contractor: NVS, Inc. 163 Technology Drive, Suite 100 Irvine, CA 926t8 Fax 949-409-8182 Attn: Charlie McKinley, Director of Water/Wastewater A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these timeframes, weekends, federal, state, County or City holidays shall be excluded. 14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Contractor regarding the subject matter herein, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terns of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Contractor. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Contractor or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 15. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Contractor, Contractor may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall Page 6 of 8 be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other contractors retained by City. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 17. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Contractor shall be entitled to receive and the City shall pay Contractor compensation for all services performed by Contractor prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Contractor to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Contractor consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 18. NON-DISCRIMINATION Contractor shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities under this Agreement. Contractor affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 19. JURISDICTION -VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. Page 7 of 8 20. PROFESSIONAL LICENSES Contractor shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Contractor shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 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: Daisy Gomez ` 3 a Clerk of the Council CITY OF SANTA ANA K istme Ridge City Manager APPROVED AS TO FORM CONTRACTOR SONIA R. CARVALHO City Attornev By: Jose Montoya Jeffrey/ . Co per, PE Deputy City Attorney Direct r of Infrastructure RECOMMENDED FOR APPROVAL Nabil Saba Acting Executive Director Public Works Agency Page 8 of 8 EXHIBIT A -_-------_ Appendix - ATTACHMENTI SCOPE OF WORK CITY OF SANTA ANA REQUEST FOR PROPOSALS FOR ON -CALL WATER RESOURCES ENGINEERING SERVICES RFP NO.: 19-100 Introduction / Background The City of Santa Ana intends to retain Civil Engineering Consultants on an as -needed or `on - call" basis. A Professional Services Agreement will be entered into with several of the qualified Civil Engineering consultant(s) to provide professional services for a variety of projects on an on - call basis. On an on -call, as -needed basis, the selected fmn(s) will be asked to provide professional engineering services proposals on specific, project -by -project basis, based on an agreed -upon specific scope of services and fees. In general, work consists of general water resources engineering design projects. Funding sources for each project may vary for each project/task order assignment, the selected frets shall comply with the funding agency's requirements. The projects may include water and sewer pipeline design, facility capital and rehabilitation improvements, storm drain improvements; and other related projects as required. On occasion, environmental and planning support services may also be requested. Firms selected for projects may need to include geotechnical, electrical, mechanical, structural, and other specific project related services. The consultant shall be able to assist the City through this contract to provide.the necessary services. The consultant shall utilize in-house staff' and/or sub -consultants to complete the assignments to meet the City standards. For specialized work for which the prime consultant shall require a sub -consultant, the prime consultant shall serve as an administrative liaison between the City and the sub -consultant and include these administrative costs in their proposed project management fees. Prime consultant mark-ups for sub -consultant work will not be allowed. All proposals, plans, drawings, specifications, estimates, grant applications, and/or studies will be subject to the final approval and satisfaction of the City of Santa Ana. Scope of Services The work consists of general engineering design and cost estimating for civil works projects related to water, sewer, stormwater, recycled water systems and other projects as required. The work in general, consists of work in the following areas and not limited to: • Civil- Engineering Design • Structural • Geotechnical • Land Surveying City of Santa Ana RFP 19-100 Page Al-1 • Architectural • Landscape Architectural and Irrigation • Environmental • Electrical • Mechanical • htstrumentation and Control Systems • Financial and Economic Consulting Engineering In addition Consultants may be asked to perform the following tasks: • Hydraulic modeling of the water distribution, storm water, and sewer collection systems • Evaluations, water assessment studies and recommendations related to water wells, reservoirs, water treatment systems, disinfection systems, pressure control systems, and sewage lift stations, • Flow Monitoring studies • Electrical and industrial control systems evaluations, studies, drawings, documentation and recommendations • Mapping Set -vices • Enviromnental/Planning Support • Construction Management Support • Special Engineering Studies/Reports/Compliance and Investigations • Regulatory Compliance with Federal and State and Local Agencies • Financial/cash flow analysis- public works programs • Sustainable Infrastructure Services If there are any exceptions to the core of requested services, proposers shall list said exceptions in their proposal (matrix form). For specialized work for which the prime consultant shall require a sub -consultant, the prime consultant shall serve as an administrative liaison between the City and the sub -consultant. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. General Requirements and Proicet Deliverables The Consultant's services for plans specifications and estimating (PS&E) for engineering project preparation and special studies/investigations shall include and in be in conformance with the latest editions of the following: Title 24 of the California Code of Regulations (California Building Standards Code), American Water Works Association, California Department of Transportation, the Americans with Disabilities Act, the City of Santa Ana Municipal Code (SAMC), professional Standards established by the City, and or federal, state and local guidelines established in the project. As part of the preparation of the PS&E, the consultant shall prepare the special provisions pertaining to the items of work included in the plans that are not addressed on the latest editions of the applicable standards. The Consultant shall have complete responsibility for the accuracy and completeness of all �IIllllplltllllll•lk1211511li�J! wmm City of Santa Ana RFP 19-100 Page Al-2 documents and plans prepared. The plans will be reviewed by the City of Santa Ana for conformity with the requirements of the Agreement. Reviews by the City of Santa Ana do NOT include detailed review or checking of design or the accuracy with which such designs are depicted in the documents and the plans. The documents and plans furnished under the Agreement shall be of a quality acceptable to the City of Santa Ana. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, and dated and having the maker and checker identified. The Consultant shall have project management control procedures in effect during the entire time work is being performed tinder the Agreement. This task shall include the following: • Project Management Plan- the consultant shall provide a detail management plan including information and coordination with other agencies to ensure compliance and completion of the (PS&E) packages. This plan shall include all milestones and task breakdown for each of the tasks and subtasks included therein. The project management shall be submitted to the Project Manager for review and within 15 calendar days of the issued Notice to Proceed • Deliverables • Quality Control/Quality Assurance (QA/QC) Plan • Project Schedule/Invoicing • Project Correspondence In case of conflict, ambiguities, discrepancies, errors, or omissions, the consultant shall submit the matter to the City for clarification. The Consultant shall perform engineering design services resulting in contract documents (plans, specifications and cost estimates "PS&E") for various projects on an as -needed basis. However, work tasks may include studies or a variety of engineering tasks. If requested by the City, the Consultant shall provide a Work Plan which includes a detailed schedule of the assigned project prior to the issuance of Notice to Proceed and/or Task Order, Specific Task Orders with Notices to Proceed ("NTPs") will be provided for project(s) at the discretion of the City. Work required per Task Order shall comply with the Scope of Services and additional provisions in each Task Order and this agreement. The following services/items shall include, butare not be limited to: 1. Research existing records of utility companies and agencies and coordinate the proposed improvements with existing field conditions. 2. Conduct an environmental assessment for each project and prepare all documentation required to comply with California Environmental Quality Act (CEQA), and or National Environmental Protection Act (NEPA). (If required) 3. Provide all field survey and topographic work necessary to complete the design effort. Design level survey and base mapping of the project site shall be prepared in US Customary English units by a California licensed Land Surveyor in accordance with the City guidelines and in Microstation V 8i Computer Aided Design and Drafting (CADD) format. The horizontal datum shall be NAD 83 and the vertical datum shall be NAVD 88. All survey field notes shall be on forms provided by the City, shall be neatly completed in pencil, and shall become property of the City upon completion of the project. Infonnal field investigations including marking of removal areas may be required for some of the sidewalk, curb and gutter, and pavement replacement projects. ni�nno ii��� City of Santa Ana RFPeeiite 19-100 Page Al-3 4. Complete the design of projects including plans, specifications, and engineer's construction cost estimate. The Consultant shall contact manufacturers and/or contractors to verify the engineer's estimate prior to submitting to the City. Specifications shall be prepared in Microsoft Word and an electronic copy of the final version shall be furnished to the City. The City will provide the specification boiler plate to the Consultant. 5. If requested, all preliminary and bid sets of plans shall be plotted on bond or velum paper using Microstation V3i CADD software program. All drawings shall be completed per the City of Santa Ana CADD Standards and any special provisions thereof, For interim submittals, the City may opt to receive only PDF versions of the plans for reviewing purposes. If so, the Consultant team will provided plans and/or specifications accordingly. 6. All original plan sheets, the title sheet of the specifications, calculations, and reports shall be signed and stamped by the Consultant's licensed professional engineer responsible/in-charge of the project. 7. If a part of the on -call project scope, the Consultant shall provide support services during the bidding and construction phases of die project, including, but not limited to: a. Respond to bidder inquiries during the bidding process, including preparation of any addenda. Following award of the construction contract, the Consultant shall attend the pre - construction meeting. b. Review and approve all submittals and shop plan drawings required supporting the construction contract. The Consultant shall complete shop drawings reviews within two (2) weeks of receipt. Contract Change Order reviews shall be completed within two (2) working clays of receipt, c. Respond to written Requests for Information (RFI) to provide clarification or resolve discrepancies in the contract documents. Responses shall be completed within three (3) working days. d. Provide periodic field reviews and bring to the attention" of the City of Santa Ana any defects or deficiencies in the work by the construction contractor which the Consultant may observe. The Consultant shall have no authority to issue instruction on behalf of the City of Santa Ana, or to deputize another to do so. 8. If included in the on -call project scope, upon completion of construction, the Consultant shall prepare as -built plans and submit them to the City. The Consultant shall incorporate all changes to the plans electronically with all necessary revision notations. Once plans have been updated, a signed set of as -built plans shall be submitted to the City with an electronic copy (in Microstation V8i CADD and pdfformats) of the final as -built drawings via CD or e-mail. 9. The Consultant shall monitor the project progress, maintain project files, and control the quality of the work performed by in-house staff and/or sub -consultants, Incomplete (not meeting targeted completion) or poor quality work will not be accepted. The Consultant shall revise the documents within a revised schedule set by the City, which may require overtime. No additional compensation necessary for the consultant to complete this work to the satisfaction of the City shall be approved by the City for the required revisions. It is the responsibility of the Consultant to produce a professional -level quality of work product. 10. If included in the on -call project scope, attend mectings with the City staff as required. 11. If included in the on -call project scope, the Consultant shall coordinate plan check, design topics, permits and any other issues with the City, other Agencies, and all utility companies as required. At the direction of the City, the Consultant shall be the liaison with affected agencies. MMININlla"e City of Santa Ana RFP 19-100 Page Al-4 12. If included in the on -call project scope, the Consultant shall be responsible for reviewing and approving addenda and clarifications to plans and specifications. All information regarding the plans and specifications and or documentation related to the project and approved by the City, will then become property of the City. A more detailed scope of work will be provided when/if a specific project or Task Order proposal is requested of a consultant. All tasks orders shall include the staff title, hours, hourly rate and totals as related to the project. Project Schedule aid Progress: Progress review meetings shall be held at intervals deemed appropriate bythe City. The Consultant shall fmmish two copies of all completed work or partially completed update/status since the last progress review meeting. Progress reports shall be submitted monthly in electronic format indicating achievements and project schedule progress. City Responsibilities: The City will provide information in its possession relevant to the preparation of the required information in the REP. The City will provide only the staff assistance and the documentation specifically in referred to herein. • Furnish scope of work and provide general direction as needed for the assigned project • All plan check coordination within the City • Advertise, award, and administer of construction contract • Electronic files (sample plans & specifications, City of Santa Ana's CADD Standards_) • Electronic files for title sheets and sheet borders • Facilitate meeting space and coordination and City facilities Fee Proposal: In addition to Section IV.13.3 (Submittal Requirements: Fee Proposal) fee schedule shall be structured as follows: The fee proposal shall include the firm's standard hourly fee schedule and/or project fee work will he provided when/if a specific project or Task Order proposal is requested of a consultant. Other Terms and Conditions: 1. The project will be implemented in compliance with the City of Santa Ana's policies, as well as Prevailing Wages and State/Federal Requirements. 2. The City regards the inclusion of California based designs, engineering, and construction professionals, facilities, and services as part of the Team to be highly desirable, but not mandatory. City of Santa Ana RFP 19-100 Page Al-5 3. The City reserves the right to amend this Request for Proposal by addendum prior to the final dates of submission. 4. All reports, proposals, or other data or materials which are submitted shall become the sole property of the City of Santa Ana with the exception of the confidential Financial Capacity information and fee proposals.. 5. All products used or developed in the execution of any contract resulting from this request will remain in the public domain at the completion of this project. 6. The City has an affirmative action program. The purpose of the affirmative action program is to encourage certified minority business enterprises and women business enterprises. All submitting firms must have established affirmative action programs approvable by the City. During the R.FP stage, all firms will need to complete a "Certification of Non -Discrimination by Contractors" for each firm on their team. City of Santa Ana RFP 19-100 Page Al-6 LOT j XMIlWo 617/ 4,11 rM PROPOSAL Submitted by NVS, Inc. 163 Technology Drive, Suite 100, Irvine, CA 92618 City of Santa Ana On -Call Water Resources Engineering Services RFP No. 19-100 November 26, 2019 Cover Letter Firm Team and Experience SUBCONSULTANTS ORGANIZATION CHART Understanding of Need Relevant Project Experience References Scope of Services + Schedule Fee Proposal Resumes Non -Collusion Affidavit Non -Lobbying Certification Non -Discrimination Certification 01 02 03 04 05 09 15 16 Separately Sealed Envelope 01 42 44 45 rrr rr November 26, 2019 Santa Ana Public Works Agency Attn: Rudy Rosas, Project Manager V 5 20 Civic Center Plaza Santa Ana, CA 92701 SUBJECT: On -Call Water Resources Engineering Services — RFP No. 19-100 Dear Mr. Rosas, NV5, Inc. is excited to have the opportunity to provide professional engineering services to the City of Santa Ana (City) for its On -Call Water Resources Engineering Services. Our team has the knowledge and experience to assure your project is completed on schedule and within budget. NV5's strengths include the following: Current Partnership: Our Irvine office's extensive experience and strong existing relationship with the City give us the ability to continue providing professional services for your projects. We operate with a working knowledge of your staff, processes and environment, enabling us to provide outstanding cost- and time -efficient services. Our partnership with the City has seen the completion of myriad projects. Specifically, our team is currently providing On -Call Engineering Services for Water Resources Projects and for General Engineering Services. In addition, our team has provided professional design services for the following projects: Old Grand Street, Santa Clara Avenue & Wright Street Sewer Main Improvements • Flower Street, 17th Street & Greenleaf Street Sewer Main Improvements • Bristol Street Water Main Improvements Relevant Experience: At NV5, we believe that past experience and success are key indicators of future performance. We are committed to providing high -quality service and believe that commitment is one reason why over 90% of our work comes from repeat clients — an obvious indicator of client satisfaction. We have included references, as requested, as well as relevant project experience to demonstrate our success in fulfilling similar efforts. We encourage the City to contact our references to confirm our successful track record. Personnel: NV5 offers the City a highly competent team with an unparalleled reputation and proven capability and expertise. We have chosen Charlie McKinley, PE to serve as the City's Project Director/Project Manager. Mr. McKinley has more than 30 years of experience in water and wastewater design engineering for both large- scale capital improvement projects and small infrastructure improvement projects. He is already familiar with the City, recently overseeing three pipeline projects for the City. Mr. McKinley will provide hands-on, proactive management of your on -call contract and will be the direct point of contact for City officials. Quality and Cost Control: We have a proven work plan to complete projects on time, within budget, and with minimal impact to the surrounding businesses and residents. Our quality, cost and schedule control measures will result in timely and successful completion of the City's projects. This successful track record provides the basis for our quick and reasonably priced project delivery. Proposal Validity: This proposal has been signed by Jeffrey M. Cooper, PE, who is a company officer authorized to bind the firm. Contract Agreement Statement: NV5 concurs with all provisions as contained in the Sample Agreement. NV5 looks forward to the opportunity to work with the City and help you achieve your goals and objectives. If you need further information, we may be reached by phone at (949) 585-0477, or electronically at jeff.cooper @nv5.com and charlie.mckinley@nv5.com. Thank you for your time and consideration. Sincerely, NV5 Je a Mo0 peruPE ictostcDCfrature Xarlietc!Kinley, PE Director of Water/Wastewater 163 Technology Drive, Suite 100 Irvine, CA 92618 www.nv5.com Office: 949.585.0477 Fax: 949.409.8182 FIRM PROFILE NV5, Inc. has been providing engineering and consulting services to public and private sectors for more than 70 years, delivering solutions through five business verticals: Construction Quality Assurance, Infrastructure, Energy, Program Management, and Environmental. With more than 100 offices nationwide and abroad, NV5 has access to over 2,000 employees in a variety of fields who help clients plan, design, build, test, certify, and operate projects that improve the communities where we live and work. Our Irvine office specializes in the engineering design, construction management and inspection of capital improvement projects, including water and wastewater systems, drainage and flood control, streets, parks and recreational facilities, vertical construction, and landscaping and grading. Our team includes licensed civil engineers, licensed contractors, construction managers, certified inspectors and experienced public works professionals. All team members have extensive experience working within the structure of municipal government and public construction policy and will seamlessly integrate with the City's team. ON -CALL EXPERIENCE NV5 has numerous on -call engineering contracts with several agencies throughout Southern California, including the City of Santa Ana. Below is a sampling of some of our current on -call contracts. City of Anaheim, • As -Needed Consulting and Engineering Services (Water Resources Public Utilities Department) City of Azusa, Light & Water Department City of Beverly Hills City of Glendale City of Huntington Beach City of Laguna Beach City of Laguna Hills City of Laguna Niguel City of Newport Beach City of Pomona City of San Juan Capistrano City of Santa Ana City of Villa Park Irvine Ranch Water District South Coast Water District West Basin Municipal Water District • On -Call Professional Engineering and Construction Management Services • As -Needed Staff Augmentation Services to Support Various Water and Wastewater CIP • On -Call Owner's Engineering Services for Glendale Water & Power (Design, Project Management, Construction Managementhnspection) • On -Call Civil Engineering Design Services • On -Call Civil Engineering Design Services • On -Call Engineering Services • On -Call Professional Engineering Services • On -Call Professional Engineering Services On -Call Civil Engineering Design Staff Augmentation Services (Utilities Department) On -Call Engineering Services for Water Resources Projects • On -Call Engineering Services • As -Needed Design and Construction Inspection Services • As -Needed Engineering Services • On -Call Professional Engineering Services SUBCONSULTANTS NV5 Project Director/Project Manager Charlie McKinley, PE, will lead our team and act as the main point -of - contact for City officials. NV5 will enlist the following subconsultants, shown below, to assure all requirements of the project are completed by an expert in the Feld and finished in a timely and cost-effective manner. BSE Engineering, Inc. is a full -service engineering firm with a key focus on energy efficiency and sustainable projects in local, state and federal government sectors. BSE has a strong performance history spanning 50 years, providing comprehensive BSE ENGINEERING and detailed engineering services for renovations and new construction of facilities and site infrastructure. The firm is a Small Business Enterprise (SBE) certified by Office Location the State of California Department of General Services, Certificate No. 15773. BSE 10680 Treena St., Suite 100 Engineering's staff consists of registered electrical engineers (Electrical PE) and San Diego, CA 92131 registered mechanical engineers. ECORP Consulting, Inc. has assisted public and private land owners with environmental regulation compliance since 1987. ECORP offers full -service capability, from initial baseline environmental studies through environmental planning review, permitting negotiation, liaison to obtain legal agreements, mitigation design, construction monitoring, and compliance reporting. ECORP is experienced with the Office Location regulatory requirements of the federal Clean Water Act (CWA), Sections 401, 402, 2861 Pullman Street, and 404; the National Environmental Policy Act (NEPA); the California Environmental Santa Ana, CA 92705 Quality Act (CEQA); and the Coastal Zone Management Act (CZMA). IV Gillis + Panichapan Architects, Inc. (GPa) is a full -service architecture, planning and interior design firm. For more than 25 years, GPa has provided excellence in architecture, space programming and master planning. GPa's diverse set of skills Gila:; ,rc range from ADA analysis and entitlement planning, to construction administration. Team members are skilled in Building Integrated Modeling to 3-D artistic rendering. Office Location Members of the team are LEED accredited, and are highly experienced in 2900 Bristol St., sustainable design. GPa has completed a variety of projects for Public Agencies all Suite G-205 over California. GPa's work includes the design of hundreds of public works facilities, Costa Mesa, CA 92626 including City offices, maintenance facilities, community centers, schools, fire and police facilities, city yards and school facilities. KWID Lafg ��j� David Volz Design (DVD) is committed to the creative design of outstanding public spaces. DVD develops landscapes, parks, sports fields and streetscapes to meet the specific needs of communities. DVD designs special environments for those who Office Location seek recreation in a beautiful setting: wonderful natural environments for those who 151 Kalmus Dr., Suite M8 are simply looking for respite and for those who pursue recreation and competitive Costa Mesa, CA 92626 athletic endeavors on the playing field. DVD capitalizes on what the site and nature has to offer. ORGANIZATION CHART Our team of expertsbings direct relevant successful atl current STAFF AVAILABILITY experience working on projects of similar scope and complexity Vve are Ni has a deep bench of professionals available tthe CTy, and we will Provide staff members who have the most relevant experience on an equipped w1h the resources to provide the City wth the requested call e g ne ng sa - Chalk, MGM iq PE, w ll b the C ry primary point er}' as -needed bait The percentage of estimatedg of availability for the -included of contact for all projects. Shown below are team miss and responsibilities Proposed key staff members for this project is in their resumes in The Appendix. All Proposed sub,sammultures will ake that! staff 111, - available to the City. ' _Jeffrey M. Cooper PE Chadie McKinley, PE Carmen Kanter, PE Julian Palacios, PE Jennifer Peterson VICIor Alan¢ PE Steven Grenades , PE PE CFM. OSDIOSP, David Maher PE OSDI Jack L. Ake PE Russell Nygaard, PE NormsEspirmi Cynthia S. Parse., PE Paul potential, PLS. JO Karl, Leong, PE OSDICSP CPESC LEED AP asp Devan Dagley. PE. OSDIi SEEN ENGINEERING - SSE ENGINEERING IN Owens, Jams Owens, PE James Nicolau, IV, PLS "mull Nguyen, EIT Justn Grnd, PE. CFM David Zensus PE asp li LEED ER MAPPING SERVICES Vanessa Panel.. SIT DSD/OSP - Chdtlopber Kner PE LEEDAP BD+C PaleNGltl PLS Ni Ly- - - Emon Bolos, PE, LEED : —_ AP SOPS Bela M. Makes, PE , RP CONSULTING -]Guillaume Car, PE GE E A LLLIa3Pa NICHi PAp Carl Henderson D Tom PEtrid. GEJesus FreddheClmos PP J iDAVIr JamesPE PE - El GEAI NCARBLEDAP Davi ary GVasquea EEDAP Parldne8ssTimothy -- Vic Nguyen. AAA, I Paul Cassar LEED AP0 CESSIM LEED AP Kent KMeleS Ali LEED AT 'SUSCONSULTANT PROJECT UNDERSTANDING NV5 is a well -established engineering design firm with extensive experience in the City. In particular, we have a great track record helping public agencies and municipalities achieve their Capital Improvement Program goals through our effective on -call support. We provide professional, comprehensive engineering services on a per project or task order basis for all types of capital improvement projects. Below is our general project approach that will be modified and tailored to meet each project's needs. Ability tol Maintain Close Working Relationships Able to Understanding with City Oversee, + Delivering Staff Manage + Upon the Need Control of the City Schedules and Cost strong Design Dedicated Background + Qualified + Relevant WHAT MAKES NV Professional Team Experience UNIQUELY QUALIFIED TO PROVIDE Members THESE SERVICES TO THE CITY? IF r WORK APPROP Upon issuance of a notice to proceed, our Project Manager will meet with team members to review the requirements, prepare a Work Breakdown Structure and make team assignments for maximum efficiency of resources. The detailed WBS will describe all of the work tasks necessary to complete the project. A master project schedule will be prepared following the WBS to show the relationship between tasks, the expected start date and duration for each item. This schedule will serve as a guide to conducting and monitoring the progress of the work and to assure projects are completed on time and within budget. NV5 will meet with the City's Project Manager regularly and maintain constant communication to assure successful and timely delivery of the project. Meeting minutes will be distributed within one week of the meeting, identifying actions, items, assignments and due dates. 0 1 COST CONTROL We continually review and evaluate a project's cost through all project phases to enable informed and timely decision -making by our clients and the entire project team. Cost control techniques include program budget analysis, value engineering, life -cycle cost analysis, and quantity -based estimating. We rely on an open -book, inclusive process that demonstrates the costs and benefits of varying design options. This budget confirmation process starts in the earliest stages of the project, when design and engineering alternatives have the greatest potential impact on costs. Our design team analyzes client goals, technical requirements, alternative building concepts, construction costs and long-term operational costs to define the optimum scope within the budget, assuring long-term flexibility and value. rLIA INNOVATIVE AND SUCCESSFUL APPRW The NV5 team focuses on providing safe, cost-effective, reliable and sustainable improvements using innovative design and contracting techniques that meet the needs of the taxpayers, meet or exceed the minimum standards based on design improvements, and minimize impacts to adjacent properties and vehicular and pedestrian traffic. Our experienced engineering staff provides lower -cost or lower -impact alternatives in order to develop the least disruptive and least expensive designs. One such example of our use of innovative techniques can be seen in our work on the design of the Industrial Way Storm Drain and Drainage Improvements project for the City of Costa Mesa. The project included design of a drainage system to alleviate the flooding in the area. The existing 48- inch storm drain pipe in the street (Industrial Way) was not capable of handling the storm flood in its current condition. We studied different design options and performed hydrology and hydraulic analyses for various alternatives. We designed a system that would limit the flow into the existing storm drain system. In addition, we designed an underground detention system consisting of three (3) rows of 12-inch perforated corrugated metal pipes within the available portion of the adjacent field. The new drainage system solved the flooding problem in the area and saved the City Public Works Department a substantial amount of money. The City did not experience any flooding in the project area in the past heavy rain season. Our team utilizes the latest in civil engineering design and analysis software to facilitate timely, efficient and innovative engineering design solutions for our clients. Our team also provides constructability and value engineering review of projects during design, utilizing our extensive construction phase experience. QUALITY ASSURANCE/CONTROL NV5's approach to Quality Management is founded on our basic philosophy that quality is one of our core values. Each team member takes great pride that we have established and maintained a reputation as an organization with high standards. NV5's philosophy for providing quality is ingrained in each employee, as they are expected to deliver the highest quality service and product to our clients. NV5 has a longstanding commitment to the formalized process of Quality Control (doing it right the first time) and Quality Assurance (verifying that the Quality Control was done correctly). NV5 is committed to providing a service to our clients that fulfills or exceeds the project requirements. NV5's team members take pride in their reputation for creative, thoughtful and successful engineering planning and design. Quality Control will be provided by Carmen Kasner, PE. Ms. Kasner has more than 28 years of experience in public works, focusing on the design and management of water and wastewater systems. She will create a plan tailored to meet your project criteria, such as completion date, budget, note keeping, forms, mapping format, digital format, safety concerns, environmental issues, permits, rights of entry, methods of access and travel, and final product. On the following page is our standard practice to assure projects are delivered on time and error -free. Quality Assurance Procedures Our design quality assurance program was developed bearing in mind an agency's control over a project outcome decreases and the cost of fixing a design problem increases exponentially over time, as shown at right: A review of the graph at right should show the obvious. The most effective quality assurance programs focus on activities at the beginning of the design effort rather than waiting until the end, when little budget still remains. To this end, our six -point Quality Assurance Program has been developed around the following imperatives. 160 140 120 100 so 60 40 20 p% y6e .ma c 4,6S ce o° o° ,per u° `` o". e aoe oe W of i�E a os'3` o�E "od' eo°I` qoP odl' o°° oe° a VV Y f C l ■ Relative Ci,stof Puing Problem (% of Bid Pram) ■ ReaBsti,, [lent Con[mlover Desired Outcome (%) 1. Proactive listening to clients. The first step toward quality is to make a concerted effort to listen to people throughout your organization to gain a clear understanding of what you need and want. This requires: 1. Researching in advance standards published on client websites or elsewhere to gain a thorough understanding of client expectations 2. Directly asking managers, engineers, operators and other stakeholders throughout your organization what they need, want and expect in the delivered product 3. Preparing and submitting opinions of probable cost at the earliest possible milestone, preferably the kickoff meeting, to assure budgets and expectations are compatible 4. Documenting findings in meeting minutes or similar documents to provide clients with an opportunity to promptly correct or clarify misunderstandings 2. Utility and subsurface structure research. To design buried improvements, accurate location and plotting of utilities and substructures is critical. This requires: 1. Obtaining record maps from utilities identified through inquiries to Underground Service Alert plus utilities such as Caltrans or railroads who do not subscribe to Underground Service Alert 2. Critical review of record drawings to note possible existence of other buried facilities, including thrust blocks, vaults, and bridge piles, which rarely appear on record drawings 3. Addressing comments received from Utilities after their review of preliminary plans showing record drawing information 4. Field reconnaissance and plotting of locations of visible surface features, including manhole covers, valve covers, utility boxes, marking posts, pavement repair strips, and culvert end sections, which might indicate the presence of other buried utilities 3. Constant learning. While our project teams bring together professional engineers with decades of experience, project team members are still encouraged to set aside time to improve skills and keep skills current. This includes participation in Greenbook committees as well as monthly review of changes to codes and standards, and updating standard templates used to produce engineering calculations, designs, specifications, and cost opinions. In addition, in-house training is encouraged to promote development of skills at all levels of design. 4. In-house specifications templates. To streamline production as well as to systematically document lessons learned in an accessible format, we maintain a library of approximately 600 standard specifications "test- driven" on hundreds of previous projects and reviewed by public agencies. Some of these were the basis for sections of the regional Standard Specifications for Public Works Construction (Greenbook). Most incorporate not only direct experience, but indirect lessons learned by reverse -engineering other regional and agency standards. 5. In-house calculation and design checklist templates. To facilitate engineering thoroughness, standard calculation procedures documented in AWWA manuals and other engineering references have been automated through Excel spreadsheets to enable our engineers to promptly quantify safety factors against many engineering failure modes. The calculation templates also produce job -specific, quality -control checklists we use to monitor conformance of Contract Documents to industry standards and your expectations. 6. Two -engineer rule. To bring a team approach to problem -solving and avoid the danger of blind spots, our engineering deliverables are reviewed by two licensed engineers to assure a second set of eyes reviews all work. NV5 will meet with the City Project Manager regularly and remain in constant communication to assure successful and timely delivery of the project. Meeting agendas will be distributed at least two working days before each meeting. Meeting minutes will be distributed within one week of the meeting, identifying actions, items, assignments and due dates. Utilizing this technique will assure consistency in decisions and will provide a concise list of tasks to be accomplished by each participant and a specific time schedule to complete the task. Senior staff will meet with assigned project personnel regularly and remain in constant communication to assure successful and timely delivery of the project. Utilizing this technique will guarantee adequate technical support, thorough review and analysis of project issues, consistency in decisions and recommendations, and will provide a concise list of tasks to be accomplished by each team member and a specific time schedule to complete the task. This constant communication, in conjunction with in -person meetings, allows our staff to consistently meet project milestones. FEDERALFAMILIARITY WITH STATE AND O We understand that the development of federally funded and state -funded projects requires more than just the preparation of design reports and PS&E. More and more, engineers are required to navigate their projects through the complex funding aid process involving pre -award audits, authorizations and timely use of fund provisions. Our experience with the agencies controlling these funding sources has afforded us the opportunity to support our clients through the process of developing the procedures required to secure authorization and reimbursement for federally funded and state -funded projects. WHY NV5? ❑ PROVIDING RELIABLE. RESPONSIVE AND COST-EFFECTIVE ENGINEERING SERVICES ❑ USING LOCAL KNOWLEDGE FROM PREVIOUS LOCAL AGENCY PARTNERSHIPS AND EXPERIENCE ❑ MEETING THE CITY'S NEEDS MOBILIZE QUICKLY TO PROVIDE SERVICES CLEAR COMMUNICATION ONE POINT OF CONTACT •00 EQUIPPED WITH RESOURCES QUICK RESPONSES TO ISSUES AND CONCERNS OLD GRAND STREET AND SANTA CLARA AVENUE SEWER MAIN IMPROVEMENTS CITY OF SANTA ANA I SANTA ANA, CA Our team is currently providing engineering design services for the Old Grand Street, Santa Clara Avenue and Wright Street Sewer Main improvements. The project consists of replacing approximately 5,900 LF of existing sewer pipe, related laterals and manholes. Existing sewer main pipes include 3,000 LF of 15-inch and 2,900 LF of 12-inch sewer main. Existing sewer laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, topographic survey, manhole details and utility research/investigation. DATES: MARCH 2O19-CURRENT KEY PERSONNEL: CHARLIE MCKINLEY. DAVID MAHER. KHA 13-',EI- NHAN LY CONTACT ARMANDO FERNANDEZ. PE. SENIOR CIVIL ENGINEER. 714- 47.3316. AFERNANDEZ@SANTA-AN.A.ORG BRISTOL STREET WATER MAIN IMPROVEMENTS CITY OF SANTA ANA I SANTA ANA, CA Our team provided engineering design services for the Bristol Street Water Main Improvements project. Services included preparation of plans, specifications and cost estimates, including environmental support services and geotechnical engineering services. The project consisted of replacing approximately 2,600 LF of existing water main and water -related appurtenances in South Bristol Street, between Warner Avenue and St. Andrews Place. The existing water main is located in the east (northbound) side of the street in the right-hand slow lane. Existing water services are to be extended to connect to the new main after it has been tested and disinfected, while the existing main will be abandoned in place. Existing hydrants and other appurtenances will be replaced in their current locations with approved facilities. DATES: FEBRUARY 2019-APRIL 2019 KEY PERSONNEL: CHARLIE MCKINLEY, DAVID MAHER, KHANH NGUYEN, NHAN LY CONTACT: ARMANDO FERNANDEZ. HE. SEMOR CIVIL ENGINEER. 714,647.3316. AFERNANDEZ@SANTA-ANA.ORG FLOWER STREET AND 17TH STREET SEWER MAIN IMPROVEMENTS CITY OF SANTA ANA I SANTA ANA, CA Our team is currently providing engineering design services for the Flower Street, 17th Street and Greenleaf Street Sewer Main Improvements project. The project consists of replacing approximately 4,500 LF of existing sewer pipe, related laterals and manholes. Pipe diameters range from 8 inches to 15 inches. Existing sewer laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, topographic survey and utility research/investigation. DATES: MARCH 2O19-CURRENT KEY PERSONNEL: CH.ARLIE NICKINLEY, DAVID MAHER. KHANH NGUYEN. NHAN LY CONTACT: ARMANDO FERN.ANDEZ. PE. SENIOR CIVIL ENGINEER, 714.647.3316. AFERNANDEZ@SANTA-ANA.ORG NON -POTABLE WATER MAIN SYSTEM CITY OF SANTA MONICA I SANTA MONICA, CA NV5 is currently providing engineering design services for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E, including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. The project is being broken up into two phases. Phase 1 consists of the design of 1,400 LF of non -potable water pipe on 5th Street from Santa Monica Boulevard to Colorado Avenue. Phase 2 includes the connection of the existing non -potable water main running along Olympic Boulevard to the City Yards (2500 Michigan Avenue). The connection supports the sustainability goals of the City Yards Modernization Project. DATES: APRIL 2019-CURRENT KEY PERSONNEL: CHARLIE MCKINLEY, DAVID MAHER. NHAN LY CONTACT: TOM SHAHBAZI, PROJECT MANAGER, TOM.SHAHBAZI@SMGOV.NET. 310.458.8721, EXT. 2355 WALNUT STREET WATER MAIN REPLACEMENT AND STREET REHAB CITY OF LOMITA I LOMITA, CA Our team provided engineering design services for the Walnut Street Water Main Replacement and Street Rehabilitation. The objective of the project is to replace and upsize 1,800 LF of aging water main, and to rehab Walnut Street within the water main replacement project limit that includes design ofADA curb ramps. The project was originally designed by another firm and then revived several years later after the City obtained the funds necessary to complete construction. Services included reviewing and revising the existing plans, specifications and cost estimates. Design services included utility research, constructability review, and obtaining the required Caltrans encroachment permit for the water main connection. DATES: APRIL 2018-MAY 2019 KEY PERSONNEL: CHARLIE MCKINLEY. DAVID MAHER, V.ANESSA PAN ETO CONTACT: MONDHER SATED. PE. PROJECT MANAGER. M.S.AIED@LOMHTACITY.COiVJ. 310.325.7110. EXT. 110 GRANDVIEW PUMP STATION CITY OF GLENDALE DEPT. OF WATER & POWER I GLENDALE, CA Our team is preparing plans, specifications and cost estimates for the removal and replacement of the existing Pump and Motor No. 2 with a new pump and motor. Grandview Pump Station is more than 70 years old and pumps about 25% of the City's water supply. The main goal of the project is to increase the reliability and efficiency of the facility by replacing the 72-year-old Pump No. 2, which continues to experience failures. In addition, NV5 is coordinating with the City's SCADA integrator to assure all modifications during the design will be in line with the City's control system. DATES: SEPTEMBER 2018-CURRENT KEY PERSONNEL: CHARLIE MCKINLEY. DAVID MAHER, KHANH NGUYEN. NHAN LY REFERENCE: RAJA TAKIDIN. PE. PROJECT MANAGER, RTAKIDIN@GLENDALECA.GOV. 818.548.3906 rs� 4 REVERSE OSMOSIS WATER TREATMENT PLANT CITY OF BEVERLY HILLS I BEVERLY HILLS, CA NV5 is serving as the City's (Owner's) Representative during the design -build of a pre-treatment system for the City's existing Reverse Osmosis Water Treatment Plant. Our team is overseeing the planning, design and construction, as well as a period whereby the plant will be commissioned, tested, permitted, and City Operations Staff trained prior to project closeout. The project, which is anticipated to last 18 months, also includes evaluation and necessary upgrades to the entire water supply system. NV5 is also assisting the City with the preparation of all necessary documentation and reports to obtain Division of Drinking Water permits for the project. DATES: OCTOBER 2018-CURRENT KEY PERSONNEL: CHARLIE NICKINLEY, DAVID MAHER. JAMES OWENS, KHANH NGUYEN. VANESSA PANETO, LUANNE SEAN REFERENCE: VINCE DANIASSE. WATER RESOURCES MANAGER. VDAMASSE@BEVERLYH!LLS.ORG. 310,285,2491 UNION AVENUE SEWER LATERAL REROUTING CITY OF WHITTIER I WHITTIER, CA Our team provided design engineering services for the replacement of an existing 85-year-old 6-inch sewer main that runs in Union Avenue from Philadelphia Street to Penn Street along Pierce Avenue. The improvements relocated the sewer main to a more accessible location due to its inaccessibility because of development in the area. The project also included the placement of manholes and upgrading the mains from 6-inch to 8-inch PVC lines. Our team provided final plans, specifications and estimates (PS&E); utility location and coordination; research on alternative replacement pipe methods; reconnecting service laterals to the new system; guidance for proper abandonment of existing pipes; details for rehabilitating the street surface; and design of reconstruction of existing manholes and/or reshaping troughs. DATES: APRIL 2016-OCTOBER 2017 KEY PERSONNEL: KHANH NGUYEN. VANESSA PANETO REFERENCE: KYLE CASON. ASSISTANT PUBLIC WORKS DIRECTOR. KCASON@CITYOFW H ITTI ER.ORG. 562.567.9500 PACIFIC COAST HIGHWAY WATER MAIN REPLACEMENT CITY OF LOMITA I LOMITA, CA Our team is providing design engineering services for the preparation of plans, specifications and cost estimates for the Pacific Coast Highway water main replacement project from Narbonne Avenue to Eshelman Avenue. This project consists of replacing the existing dual 6-inch water mains, including the installation of fire hydrants, service laterals, valves, blow -offs, air release valves, and other associated water appurtenances. The City's 2015 Water Master Plan recommended replacement of the existing water main with new 6-inch Polyvinyl Chloride (PVC), but the City is requesting that proposers consider 8-inch water mains for replacement. DATES: SEPTENISER 2017-CURRENT: KEY PERSONNEL: CHARLIE MCKINLEY. KHANH NGUYEN. VANESSA PANETO CONTACT: MONDHER SATED. SENIOR CIVIL ENGINEER. M.SAIED81 OMITACITY.COM. 310.325,7110, EXT. 210 PALM AVENUE INFRASTRUCTURE IMPROVEMENTS CITY OF WHITTIER I WHITTIER, CA Our team is providing plans, specifications and estimates for the replacement of an existing 6-inch water main and 8-inch sewer main prone to frequent blowouts due to an aging pipeline. Improvements also include street reconstruction along Palm Avenue between Whittier Boulevard and Beverly Boulevard. This reach will replace approximately 5,000 LF of pipeline and street pavement. DATES: MAY 2016-CURRENT: KEY PERSONNEL: CHARLIE MCKINLEY. KHANH NGUYEN. VANESSA PANETO CONTACT: KYLE CASON. ASSISTANT PUBLIC WORKS DIRECTOR. KCASON@CITYOFWHITTIER.ORG. 56256T9500 SAN VICENTE ROAD PIPELINE RELOCATION RAMONA MUNICIPAL WATER DISTRICT I RAMONA, CA NV5 prepared a predesign report and construction drawings and specifications for the relocation of distribution and transmission pipelines that were impacted by the realignment of San Vicente Road by the County of San Diego. The project included the design of 12,600 LF of 16-inch CMLC steel transmission pipeline, 4,000 LF of 12-inch CMLC steel distribution pipeline, and 560 LF of PVC distribution pipeline and appurtenances. Services included potholing, surveying, mapping of existing utilities, connection details, demolition plans for an abandoned pump station, developing a construction sequence to maintain the existing pipelines operational during construction, and extensive coordination with other utilities relocated as part of the project. DATES: 2012-2015: KEY PERSONNEL: CARMEN KASNER. JULIAN PALACIOS. STEVEN GR4NADOS CONTACT: RICARDO SOTO. PE, PRINCIPAL ENGINEER. 760.7882260 8-INCH AND 6-INCH WATER MAIN REPLACEMENT IN WESTFORD STREET CITY OFANAHEIM PUBLIC UTILITIES DEPARTMENT1 ANAHEIM, CA Our team prepared plans, specifications and estimates to replace an existing 4-inch DIP water main in Westford Street with 6-inch PVC C-900 pipe, replacing an existing 8-inch DIP water main in Ardmore Street, between Shannon Street and Westford Street, with 8-inch PVC C-900 pipe, and also replacing an existing 8-inch DIP water main in Calle del Norte, west of Via Arboles, with 8-inch PVC C-900 pipe. The existing pipe, which totals approximately 1,400 LF, is being replaced due to numerous main breaks, primarily due to external corrosion of pipe material. DATES: JUNE 2016-FEBRUARY 2017: KEY PERSONNEL: KHANH NGUYEN CONTACT: RUDY EMAMI. DIRECTOR OF PUBLIC WORKS. 714.765,5148 SLRWRF RECYCLED WATER CONVEYANCE PROJECT CITY OF OCEANSIDE I OCEANSIDE, CA NV5 prepared final planning documents for the City of Oceanside Upper and Lower SLRWRF Reclaimed Water Conveyance project. The project included utility research and mapping, development of alignment alternatives, and an alignment study for 32 miles of reclaimed water distribution pipelines to be constructed in the next few years. The SLRWRF Reclaimed Water Conveyance project will supply reclaimed water from the San Luis Rey Water Reclamation Facility to major users throughout the City to offset the use of potable water for irrigation. NV5 is currently preparing final construction documents for Phase 1 and preliminary plans for Phase 2 of the proposed reclaimed water distribution system. Proposed alignments include congested utility corridors, high - traffic -volume roads, trenchless crossing of NCTD tracks, the San Luis Rey River, and major intersections. DATES: CURRENT: KEY PERSONNEL: CARMEN KASNER. JULIAN P.ALACIOS CONTACT: GREG KEPPLER. PE, FORMER PRINCIPAL WATER ENGINEER. 760.435.5913 CORRYNE AND SLAUSON AREA MAIN REPLACEMENTS GOLDEN STATE WATER COMPANY I ONTARIO, CA Our team provided engineering design services for water line improvements for GSWC in its Culver City Water System, located in Los Angeles County. The design consisted of replacing and abandoning 1,600 LF of undersized pipe with 8-inch and 12-inch PVC, connections to existing mains, and replacement of existing fire hydrants and water services. The project was located in the public right-of-way (ROW) along with a portion in the Caltrans ROW. Significant coordination with Caltrans took place throughout the project, as a section was located under the freeway overpass. DATES: FEBRUARY 2017-DECEMBER 2017: KEY PERSONNEL: KHANH NGUYEN. VANESSA PANETO CONTACT: JOE FARAH, CAPITAL PROGRAM ENGINEER. JFARAH@GSW.ATER.COM. 562.907.9200 WESTERN PUMP STATION IMPROVEMENTS CITY OF GLENDALE WATER & POWER DEPARTMENT I GLENDALE, CA Our team is preparing plans, specifications and cost estimates for the electrical, control and mechanical improvements of the Western Pump Station. The Western Pump Station is an essential facility in the City's water distribution system. It has been providing water service since 1928. The objective of the project is to replace aging electrical and pumping equipment with new pumps, valves, VFD, and 480V electrical equipment. The new VFD will provide more flexibility to the existing system. DATES: OCTOBER 2017-FEBRUARY 2019: KEY PERSONNEL: CHARLIE NICKINLEY. DAVID M,AHER. KHANH NGUYEN CONTACT: RAJA T.AKIDIN. PE, PROJECT MANAGER, RTAKIDIN@GLENDALECA.GOV. 818.548.3906 SEWER MASTER PLAN + CITYWIDE SEWER IMPROVEMENTS CITY OF VILLA PARK I VILLA PARK, CA Our team reviewed the City's entire sewer system, planned and prioritized capital improvement projects, designed annual projects and provided construction management and inspection services. Our services included updating the City's Sewer Master Plan, implementing the recommended improvements and providing construction management and inspection services during construction. DATES: AUGUST 2011-CURRENT: KEY PERSONNEL: KHANH NGUYEN, VANESSA PANETO CONTACT: STEVE FRANKS. CITY MANAGER. ;ANKS@VILLAPARK.ORG. 714,998.1500 REFERENCES Provided below are references of clients for whom engineering services have been performed in the last five (5) years that are comparable in quality and scope to that specified in this RFP. City of Glendale Water & Power Your Trusted Community Utility CITY OF GLENDALE WATER AND POWER Raja Takidin, PE Project Manager 141 N. Glendale Ave., 4th Floor Glendale, CA 91206 rtakidin@glendaleca.gov 818.548.3906 CITY OF BEVERLY HILLS Vince Damasse, PE Water Resources Manager 455 North Rexford Drive Beverly Hills, CA90210 vdamasse@beverlyhills.org 310.285.2491 CITY OF LAGUNA BEACH Hannah Johnson Project Manager 505 Forest Avenue Laguna Beach, CA 92651 hjohnson@lagunabeachcity.net 949.464.6615 SCOPE OF SERVICES Our Scope of Services incorporates the tasks identified by the City in the RFP, and as expanded below. TASK 1 - PROJECT ADMINISTRATION Prior to the start of the project, we will have a kickoff meeting with City Staff and the project team to review the project objectives, schedule, scope and approach. At this meeting, we will establish a point of contact for the project and request all available information related to the project. In addition, the NV5 Project Manager will coordinate all aspects of the project and manage the schedule and costs to assure the project's completion to the satisfaction of the City. TASK 2 - RESEARCH EXISTING CONDITIONS A) Research - Perform research of records including utilities and other agency records as necessary to secure information required to identify, locate, and accurately lay out all existing utilities, improvements, easements, and rights -of -way within project limits that may interfere with the proposed improvements. The information to be researched will be, at a minimum, the following: 1. Review existing utility and street record drawing plans. 2. Perform utility investigation/utility coordination and provide utility relocation recommendations, if necessary. 3. Perform field investigation and measurement to assess existing site conditions. 4. Provide a copy of all utility notifications and responses prior to the first progress payment request. B) Surveying - Perform a topographic survey along the pipe alignment to include the following: 1. Provide topographic survey using City standard North American Datum 1983. 2. Provide one (1)-foot contours based on City of Santa Ana vertical datum (NGVD 88). 3. Provide spot elevations at critical locations along the alignment to verify vertical control, check existing utilities, such as sewer manholes and storm drain junction structures. 4. Survey flow -line elevations of existing underground sewer and storm drain utilities crossing the proposed pipeline. 5. Provide spot elevations at all locations where existing utilities are potholed. 6. Show surface features and visible indications of existing utilities to include curbs and gutters, sidewalks, and other elements relevant to prepare a comprehensive topographic map suitable for pipeline design and construction. 7. Establish street centerlines, right-of-way lines, and easements from available record information. 8. Provide the basis -of -bearing and benchmark information used for the survey and necessary for construction. C) Utility Locating/Potholing - Perform necessary research to identify all existing utilities and potential conflicts. Pothole existing utilities to verify depth and location (assume 15 potholes). Measure and identify in the potholing report the depth of pavement and base material at each location potholed. Provide all required traffic control and surface repair necessary for potholing work. TASK 3 - PRELIMINARY DESIGN Develop a preliminary design of the project site to review with City staff. An approximate 30% design level will constitute a preliminary design for this project. Preliminary design will include, but not be limited to, the following: • Existing utilities • Existing pavement, curb, gutter, sidewalk, driveways • Permitting requirements • Traffic impacts • Easement requirements • Proposed pipe alignment and connections • Proposed pavement, curb, gutter, sidewalk, driveways • Based on survey results and City input, NV5 will design proposed water and sewer improvements • Preliminary construction cost estimate • Schedule TASK 4 - FINAL ENGINEERING AND PREPARATION OF CONSTRUCTION CONTRACT DOCUMENTS Final Engineering will include detailed engineering calculations, design, construction plans, and the engineer's construction cost estimate for the project that will enable the City to advertise and award the construction contract for the project. Components of this task include: A) Plan and Project Documents Preparations (75%, 100%, and Final) - NV5 will submit one (1) set of 24-inch x 36-inch and two (2) sets of 11-inch x 17-inch plans on bond paper for each submittal. Paper submittals will be accompanied by a CD with scanned images (PDF files) of submittals. The final submittal will include one (1) set of 24-inch x 36-inch original signed/sealed plans on bond paper, one (1) set of bid form, opinion of construction cost, and electronic files as described herein. City will review and return 60% plans with comments pertaining to required improvements for the project. Plans and project documents submitted as 100% will incorporate all comments. NV5 will provide a digital copy of the approved project plans in Microstation V8i and PDF to the City on a compact disc. B) Engineer's Construction Cost Opinion 1. Engineer's construction cost opinion and quantity takeoff (in MS Excel format) for use by the City to advertise for bid. 2. Bid schedule/measurement and payment. 3. Estimated bidding/construction schedule. C) Preparation of Record Documents - The construction contractor will provide to the City as -built plans showing changes made during the course of construction. NV5 will prepare record drawings using as -built drawings provided by the contractor and reviewed by the construction inspector, as well as additional inspector markups and field notes. NV5 will use City -provided record drawing stamp and will sign final record drawings. Submit the following: 1. One (1) set of 24-inch x 36-inch mylar "Record Drawings" 2. One (1) DVD with the record drawing files saved in Microstation V8i and PDF formats TASK 5 - BIDDING SERVICES A) Bidding Phase Support - NV5 will assist the City in providing clarification and prepare information to be used in addenda as needed for ten (10) questions that may arise during the bidding process. The city will prepare and make available to plan holders any required addenda. We will attend the pre -bid meeting, and assist the City with bid evaluations and the recommendation of the bid award. B) Conformed Plans - We will prepare conformed plans for use in constructing the project. The conformed plans will reflect changes made during bidding and will be noted as a revision to the final design plans. TASK 6 - CONSTRUCTION SERVICES NV5 will assist the City during the construction of the project by performing the items below: A) Engineering Support - Assist the City with the following: 1. Provide professional engineering services to address and respond to up to fifteen (15) Requests for Information (RFIs) from the contractor 2. Review up to twenty-five (25) shop drawing and materials submittals 3. Prepare supplementary sketches and details as required to resolve field construction problems that may be encountered 4. Review and provide recommendations regarding proposed change orders, as needed 5. Attend the pre -construction meeting and up to one (1) additional office or construction site meetings during construction. B) Minor Plan Revisions - Required minor plan revisions will be completed. C) Preparation of Record Documents (As-Builts) - The construction contract will require the contractor to provide to the City for review and approval one set of as -built plans showing the design changes made during the course of construction. NV5 will prepare record drawings from contractor and construction inspector as -built drawing, markups and field notes. NV5 will submit the following: 1. One (1) set of 24-inch x 36-inch mylar "Record Drawings' 2. One (1) CD (or DVD) with the record drawing files saved in Microstation v8i and PDF formats. TASK 7 - OPTIONAL SERVICES NV5 will provide separate line items in the cost proposal for the "Optional Services." City may exclude or include the optional services as part of the awarded contract at the City's discretion. The "Optional Services" will include the following activities: • If required, Traffic Control Plans will be prepared by a California Registered Traffic Engineer. N N N J Q a N 5 O N 1� I iD N N m a A � N N N 1 � d a e U N a " � N LU d W a V' Q = M m -- Q a •� LLl U C w Q LU o "m w mm LL Q Y N Y H a@ ! m � N C1 ZIra E N w T O N O N O N O N O N o O O O O O O LL O V 7 M N N d' N N N t0 N cp N O N V LizN N J N N N N N N N N U 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N W N D N D N N D D D D N a a) 3 3 3 W m W y W O p Z` W W W N W v 2 ' w a o-._ `6 c m 06 Of 2 .9 m E m zY Co 'o W >.:� W a E d d d .ie U N O .2 d o a o J2 d C 2 �U o I- O �0 N ma a m rn ii APPENDIX CONTACT INFO CHARLIE WKINLEY, PE charli e.mckinley@ nv5.cPro ect Director/Project Mana er nv5.com 1g EXPERIENCE Mr. McKinley has more than 30 years of experience as a professional engineer 30 years for both large-scale capital improvement projects and small infrastructure EDUCATION improvement projects. He has a broad range of project experience with a focus B.S. Biomedical on pipelines, pump stations, reservoirs and treatment. Mr. McKinley brings an Engineering enthusiastic approach to planning, regulatory permitting, detailed design and LICENSES operations review to facilitate civil and environmental engineering projects. Civil Engineer (CA) Project Experience No. C38484 .......... - --- AFFILIATIONS Sewer Main Improvements Member, Board of CITY OF SANTA ANA I SANTA ANA, CA Directors, Society Project Manager. Mr. McKinley is overseeing the team providing engineering of American Military design services for the Old Grand Street, Santa Clara Avenue and Wright Engineers, Orange Street Sewer Main improvements and Flower Street, 17th Street and County Post Greenleaf Street Sewer Main Improvements projects. The projects consist of Member, American Public replacing existing sewer pipe, related laterals and manholes. Existing sewer Works Association laterals will be replaced to the edge of the right-of-way to each property line. Services include preparation of plans, specifications and cost estimates, Inland Empire Chapter topographic survey, manhole details and utility research/investigation. President, WateReuse Association Bristol Street Water Main Improvements AVAILABILITY CITY OF SANTA ANA I SANTA ANA, CA 60% Project Manager. Mr. McKinley is overseeing the team providing engineering design services for the Bristol Street Water Main Improvements project. Services include preparation of plans, specifications and cost estimates, including environmental support services and geotechnical engineering services. The project consists of replacing approximately 2,600 LF of existing water main and water -related appurtenances in South Bristol Street, between Warner Avenue and St. Andrews Place. The existing water main is located in the east (northbound) side of the street in the right-hand slow lane. Existing water services will be extended to connect to the new main after it has been tested and disinfected, while the existing main will be abandoned in place. Existing hydrants and other appurtenances (blow -offs, air vac valves) will be replaced in their current locations with currently approved facilities. PCH Water Main Replacement CITY OF LOMITA I LOMITA, CA Project Manager. Mr. McKinley is responsible for the preparation of plans, specifications and cost estimates for the design of the PCH water main replacement project from Narbonne Avenue to Eshelman Avenue. This project consists of replacing the existing dual 6-inch water mains and includes the installation of fire hydrants, service laterals, valves, blow -offs, air release valves, and other associated water appurtenances. Reverse Osmosis Water Treatment Plant CITY OF BEVERLY HILLS I BEVERLY HILLS, CA Project Manager. Mr. McKinley is leading the team responsible for serving as V 5 the City's (Owner's) Representative during the design -build of a pre-treatment system for the City's existing Reverse Osmosis Water Treatment Plant. Our team is overseeing the planning, design, construction, as well as a period whereby the plant will be commissioned, tested, permitted, and City Operations Staff trained prior to project closeout. Grandview Pump Station CITY OF GLENDALE DEPARTMENT OF WATER & POWER I GLENDALE, CA Project Manager. Mr. McKinley is leading the team providing engineering services for design and construction support of the Grandview Pump Station Replacement. Our team is preparing plans, specifications and cost estimate for the removal and replacement of the existing Pump and Motor No. 2 with a new pump and motor. Grandview Pump Station is more than 70 years old and pumps about 25 percent of the City's water supply. The main goal of the project is to increase the reliability and efficiency of the facility by replacing the 72-year- old Pump No. 2, which continues to experience failures. In addition, NV5 is coordinating with the City's SCADA integrator to assure all modifications during the design will be in line with the City's control system. Non -Potable Water Main Expansion CITY OF SANTA MONICA I SANTA MONICA, CA Project Manager. Mr. McKinley is responsible for preparation of plans, specifications, cost estimate, and oversight for the expansion of the city's non -potable water main system at various locations citywide. The system currently consists of more than 26,000 LF of ductile iron pipe ranging in diameter from 4 inches to 12 inches. Our team is responsible for providing all PS&E including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. Palm Avenue Infrastructure Improvements CITY OF WHITTIER I WHITTIER, CA Project Manager. Mr. McKinley was responsible in developing plans, specifications and estimates for replacement of an existing 85-year-old, 6-inch water main, 8-inch sewer main with an 8-inch SDR-35 sewer main and street reconstruction along Palm Avenue between Whittier Boulevard and Beverly Boulevard. This reach will replace approximately 5,000 LF of pipeline and street pavement. Mentone Boulevard Sewer CITY OF REDLANDS I REDLANDS, CA Project Manager. Mr. McKinley led the planning and design of a sewer extension on Mentone Boulevard (SR-38), which is a major access route to Arrowhead/Big Bear. Utility coordination and traffic control were key challenges addressed. As a separate project, he also completed the design of 5,000 feet of sewer extension. Project components included the Sewer Master Plan Update, Preliminary Design Report, and plans, specifications and estimates. Sunset Beach Alley Water Main Replacement CITY OF HUNTINGTON BEACH I HUNTINGTON BEACH, CA Project Manager. Preparation of construction plans and specifications for the replacement of 4,400 LF of substandard water lines in constrained alleys. Water meters and temporary water mains were included. Work included providing the design for pavement improvements in the alleys that required pavement grind and overlay, or profile reconstruction to provide positive drainage. The project included assisting the City in coordination with Caltrans for work encroaching Pacific Coast Highway. Fullerton Road Grade Separation Stormwater and Groundwater Pump Stations ROWLAND WATER DISTRICT I INDUSTRY, CA Project Manager. Mr. McKinley was responsible for the design of a 20,500-gpm stormwater pump station and a 200-gpm groundwater pump station for the depression of Fullerton Road under UPRR railroad tracks. The project included a hydraulic analysis of storm and groundwater inflow conditions to match with outflow hydrographs, and mechanical, electrical and structural design. The main pump station was permitted by the LACDPW. CONTACT INFO CARMEN KASNER, PE carmen.kasner@nv5.com 858.385.2131 QA/QC Manager EXPERIENCE Ms. Kasner has 28 years of experience in municipal services, focusing 28 years on managing capital programs, developing plans, managing resources EDUCATION and updating rates and cost of service. She offers vast insight into public B.S. Civil Engineering participation, permitting and coordination, project and design standards, and site and access constraints. Her experience also includes extensive work and LICENSES/ coordination with many agencies throughout Southern California. CERTIFICATES Civil Engineer (CA) Project Experience No. 50856............................................ ............. ................ ...................................................................... Civil Engineer (AZ) Quail Valley Sewer Improvements Alternatives Study No. 50589 EASTERN MUNICIPAL WATER DISTRICT I RIVERSIDE COUNTY, CA AVAILABILITY QA/QC Manager. Ms. Kasner provided QA/QC services for the sewer improvements study. She reviewed and provided guidance for planning and 20% design of the sewer collection system. Failing septic systems in the Riverside County community of Quail Valley (now within the City of Menifee) resulted in health hazards and water quality violations in downstream Canyon Lake. Completed the Quail Valley Sewer Improvements Alternatives Study to evaluate feasible options for sewering the Quail Valley community. As part of the master alternatives study, the main area was divided into nine manageable subareas of similar lot sizes and residential (density) layout. After the study, phasing plans were developed for design and construction improvements, and the projects are ready to implement as funds become available. Sewer Rehabilitation Project CITY OF VISTA I VISTA, CA Quality Control Reviewer. Ms. Kasner was responsible for the design of 300 no - dig rehabilitation projects that will be constructed in multiple phases. Review included evaluating the spreadsheet used to document video conditions of more than 500 sewer mains and confirm the appropriateness of the selected lines. Her efforts also included preparation of specifications and calculation of measurement and payment items to conform to the city's long term goals. As -Needed Consulting Services COUNTY OF SAN DIEGO WASTEWATER DEPARTMENT I SAN DIEGO COUNTY, CA QA/QC Manager. Ms. Kasner served as the Lead Technical Advisor for the County and QA/QC manager for the County's business process task order. The task order evaluates the County's current asset and maintenance management processes and will ultimately recommend software and processes to assist in day-to-day operations. San Vicente Road Pipelines Relocation RAMONA MUNICIPAL WATER DISTRICT I RAMONA, CA Principal -in -Charge. NV5 prepared a predesign report, and construction drawings and specifications for the relocation of distribution and transmission pipelines. Services included potholing, surveying, mapping of existing utilities, connection details, demolition plans, developing a construction sequence to maintain the existing pipelines operational during road construction, and V 5 extensive coordination with other utilities that needed relocation. CONTACT INFO JULIAN PALACIOS, PE julian.palacios@nv5.com Civil Design EXPERIENCE.................................................................................................................................................................................... 20 years Mr. Palacios provides engineering assistance for a variety of water and EDUCATION wastewater projects, including planning, engineering design and construction M.S. Environmental services for water and wastewater treatment, water distribution, wastewater Engineering collection, and hydraulic modeling of water and wastewater systems. He has led the planning and design of many water and wastewater engineering B.S. Civil Engineering projects, including pipelines, pump stations and reservoirs. LICENSES Civil Engineer (CA) Project Experience Civil Engineer (Mexico) Unit AA Parallel Raw Water Pipeline Cedula Professional OLIVENHAIN MUNICIPAL WATER DISTRICT I SAN DIEGO, CA No. 2760774 project Manager. Mr. Palacios served as the Project Manager who led the design and preparation of final construction documents for the Olivenhain Urban Water Municipal Water District's Unit AA Raw Water Pipeline. The David C. McCollom Management Plan Water Treatment Plant was supplied water through a 78-inch pipeline that Certificate connects the Second Aqueduct with Olivenhain Reservoir. The Unit AA AVAILABILITY Raw Water Pipeline was constructed as a second connection to the Water 30% Authority's Second Aqueduct to assure the plant is supplied aqueduct water even when the Water Authority is transferring water from Lake Hodges. The project included approximately 16,000 linear feet of 48-inch welded steel pipeline, a turnout and valve structure to connect to the Second Aqueduct, and a Flow Control Facility to meter and control delivery of raw water to the plant. San Vicente Road Pipeline Relocation - RAMONA MUNICIPAL WATER DISTRICT I RAMONA, CA Project Manager. Mr. Palacios managed the preparing of plans, specifications and estimates to relocate an existing 14-inch asbestos cement pipeline and 12-inch PVC pipeline as part of the San Vicente Road Improvements projects. The design included the realignment of the existing pipelines to follow the proposed horizontal and vertical alignment of the road. The existing pipelines were replaced with a 12-inch and 16-inch CML&C welded steel pipelines, and reconnected to existing pipelines along cross streets. NV5 services included surveying, engineering design, and construction support services. The project required extensive coordination with the County of San Diego (lead agency), and other utilities owners, to coordinate the final location of each utility along the proposed road. Seeley Wastewater Treatment Facility Improvements CITY OF SEELEY I SEELEY, CA Project Engineer. Mr. Palacios served as Project Engineer for new 250,000- gpd wastewater treatment facility. He prepared grading plans for the treatment lagoons, demolition plans, filtration/UV disinfection facility, hydraulic profile, and mechanical drawings for two pumping stations. He coordinated efforts with geotechnical and electrical subconsultants and approvals from USDA N V 5 Rural Development, Imperial County Community and Economic Development Department, and the Regional Water Quality Control Board. CONTACT INFO STEVEN GRANADOS, PE, QSD/QSP steven.granados @nv5.com Civil Design EXPERIENCE Mr. Granados provides engineering assistance for a variety of water and 10 years wastewater projects including planning, engineering design, and preparation EDUCATION of preliminary engineering reports for a variety of public and private clients. B.S. Civil Engineering Previously he worked in the City of Stockton's public works department where, as a part of the development services division, he performed plan - LICENSES checks on subdivision maps and improvement plans submitted to the city. Civil Engineer (CA) No. 74823 Project Experience Qualified SWPPP Developer/Practitioner Unit AA Parallel Raw Water Pipeline No. 24004 OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS, CA AVAILABILITY Project engineer for the design for the Olivenhain Municipal Water District's AVAILABILITY Unit AA Pipeline. The project consists of approximately 3 miles of 48-inch steel water pipeline connecting the San Diego County Water Authority's aqueducts to OMWD's treatment facility at the Olivenhain dam. The pipeline crosses beneath Escondido Creek. Therefore, the pipeline was installed using jack and bore techniques beneath the Creek. San Vicente Wastewater Treatment Plant Improvements RAMONA MUNICIPAL WATER DISTRICT I RAMONA, CA Project engineer for final construction documents and construction services to upgrade the headworks and two secondary clarifiers. The improvements include replacing the existing screenings conveyance system at the headworks with a washer/compactor unit to remove excess organics and water, including a continuous bagger accessory to minimize contact and exposure to the screenings. Upgrades to two of the existing secondary clarifiers include replacing a suction type sludge removal mechanism in Clarifier No. 1 with a scraper system to eliminate clogging, and installation of a skimmer and scum baffle at the effluent weirs for both Clarifiers No. 1 and 2. Ocotillo Water Pipeline Improvements COYOTE VALLEY MUTUAL WATER COMPANY I IMPERIAL COUNTY, CA Design engineer for the design of the replacement of a 50 year old storage tank, addition of a second 100,000 gallon bolted steel tank and installation of a 5,000 LF potable water pipeline that connects two water companies in Imperial County. Design challenges included the crossing of a floodplain, requiring the concrete encasement of much of the pipeline, hydraulics to connect the pipeline to both water companies, and approvals from multiple agencies. Sand Canyon Pump Station VENTURA COUNTY, CA Project Engineer for the design of the expansion of a water booster station from 800 gpm to 2,000 gpm. Improvements include expansion of pump station building to house two horizontal split case pumps. Identified capital cost savings by relocating existing generator and configuring controls to enable continued use of generator. NV5 lead the design for the expansion of a water booster station from 800 gpm to 2,000 gpm. Improvements include expansion V 5 of pump station building to house two horizontal split case pumps. CONTACT INFO KHANH NGUYEN, EIT khanh.nguyen@nv5.com n Civil Design g EXPERIENCE Mr. Nguyen has more than 17 years of project engineering and management 17 years experience in water, wastewater and civil engineering. As a staff engineer, his EDUCATION work includes preparing construction design reports, engineering plans and B.S. Civil Engineering specifications for water and recycled water pipelines design, street and storm drain planning and design, grading and earthwork calculation using AutoCAD LICENSES Civil 3D, reservoir rehabilitations, pump facilities, hydraulic analysis, and water Civil Engineer -in -Training and wastewater facilities planning. (CA) AVAILABILITY Project Experience 80%.................................................................................................................................................................................... PCH Water Main Replacement CITY OF LOMITA I LOMITA, CA Design Engineer. Mr. Nguyen designed/drafted plans and specifications for the design of the PCH water main replacement project. This project consists of replacing the existing dual 6-inch water mains and includes the installation of fire hydrants, service laterals, valves, blow -offs, air release valves, and other associated water appurtenances. Palm Avenue Infrastructure Improvements CITY OF WHITTIER I WHITTIER, CA Design Engineer. Mr. Nguyen designed/drafted plans and specifications for replacement of an existing 85-year-old 6-inch water main, 8-inch sewer main with 8-inch SDR-35 sewer main and street reconstruction, along Palm Avenue between Whittier Boulevard and Beverly Boulevard. This reach will replace approximately 5,000 LF of pipeline and street pavement. Corryne and Slauson Area Main Replacements and Abandonment GOLDEN STATE WATER COMPANY I CULVER CITY, CA Design Engineer. Mr. Nguyen designed/drafted plans for the replacing and abandoning of 1,600 LF of undersized and old 4-inch, 6-inch, and 10-inch cast iron water mains with 8-inch and 12-inch PVC in the public right of way (ROW). The purpose of this project is to improve water quality, increase fire flows, reduce maintenance costs, and improve system reliability. Sewer System Rehabilitation Program Phase II and III CITY OFANAHEIM I ANAHEIM,CA Design Engineer. Mr. Nguyen designed/drafted plans for citywide sewer improvements, a total of 44 sewer pipeline segments. The project included spot repairs, lining of sewer segments and the removal and replacement of sewer pipeline. Services included: preparing project studies and recommendations; preparing plans, specifications and estimates; and providing construction support. Western Avenue Sewer Improvements CITY OF STANTON I STANTON, CA Design Engineer. Mr. Nguyen designed/drafted plans for the replacement of approximately 1,400 LF of existing 12-inch-diameter VCP gravity sewer with hydraulic deficiencies and structural defects. The sewer was replaced with a 15-inch-diameter VCP gravity pipe. Project also included street improvements. CONTACT INFO VANESSA PANETO, EIT vanessa.paneto @nv5.com Civil Design 949.585.0477 ................................................................................................................................................................................. Ms. Paneto has more than three years of experience and has worked on EXPERIENCE various civil engineering projects in Orange, San Bernardino, Riverside, and 3 years Los Angeles counties. She has project engineer experience in preparing EDUCATION construction plans for public works and land development projects. She is M.S. Civil Engineering proficient utilizing hydrology/hydraulic software for preparation of hydrology, WQMP/LID, and SWPPP reports. B.S. Civil Engineering LICENSES Project Experience Engineer-in-Training (CA) ................................................................................................................................................................................. No. 152200 PCH Water Main Replacement AVAILABILITY CITY OF LOMITA I LOMITA, CA Assistant Engineer. Ms. Paneto's responsibilities include plans and 70% specifications for the design of the PCH water main replacement project from Narbonne Avenue to Eshelman Avenue. This project consists of replacing the existing dual 6-inch water mains and includes the installation of fire hydrants, service laterals, valves, blow -offs, air release valves, and other associated water appurtenances. Corryne and Slauson Area Main Replacements and Abandonment GOLDEN STATE WATER COMPANY I CULVER CITY, CA Assistant Engineer. Ms. Paneto assisted in the design and draft of plans for the replacing and abandoning of 1,600 LF of undersized and old 4-inch, 6-inch, and 10-inch cast iron water mains with 8-inch and 12-inch PVC in the public right-of-way (ROW). The purpose of this project is to improve water quality, increase fire flows, reduce maintenance costs, and improve system reliability within the GSWC service area. This project is set to be constructed in five sequences. Union Avenue Sewer Lateral Rerouting CITY OF WHITTIER I WHITTIER, CA Associate Engineer. Ms. Paneto assisted in developing plans, specifications and estimates for the replacement of an existing 85-year-old 6-inch water main that runs in Union Avenue from Philadelphia Street to Penn Street along Pierce Avenue. Due to its inaccessibility because of development of the area, the improvements would relocate the sewer main to a more accessible location along with manholes. New mains are to be designed with 8-inch PVC sewer lines. 184th Street and Bailey Drive Storm Drain CITY OFTORRANCE I TORRANCE, CA Assistant Engineer. Ms. Paneto helped prepare plans for this project that included the analysis, survey, and utility coordination, as well as the preparation of plans, specifications and estimates for the construction of a storm drain within 184th Street from Prairie Avenue to Bailey Drive and within V 5 Bailey Drive from 184th Street to 185th Street in order to alleviate the local ponding/flooding in the area. CONTACT INFO NHAN LY nhan.ly@nv5.com n CIVII Design g EXPERIENCE Mr. Ly has more than five years of experience working on various civil/ 5 years electrical engineering projects throughout California. His professional EDUCATION experience includes preparing construction plans, design services, and cost B.S. Civil Engineering estimates for various projects. He is proficient in AutoCAD, MicroStations, GIs, Ed Web Viewer, FAA, FFE/EES, SAP, Osmose O-Calc, JPA, and ProjectWise AFFILIATIONS technical software. American Society of Civil Engineers (ASCE) Project Experience California Land Surveyors Association Walnut Street Water Main Replacement and Street Rehabilitation (CLSA) CITY OF LOMITA I LOMITA, CA AVAILABILITY Assistant Engineer. Mr. Ly is assisting the team providing engineering design services for the Walnut Street Water Main Replacement and Street 70% Rehabilitation. The objective of the project is to replace and upsize 1,800- LF of aging water main, and to rehab Walnut street within the water main replacement project limit that include design of ADA curb ramps. The project was originally designed by another firm and then revived several years later after the City obtained the funds necessary to complete construction. Services included reviewing and revising the existing plans, specifications and cost estimates, Design services included including conducting utility research investigation, constructability review, and obtaining the required Caltrans encroachment permit for the water main connection. Non -Potable Water Main Expansion CITY OF SANTA MONICA I SANTA MONICA, CA Assistant Engineer. Mr. Ly is assisting the team providing engineering design services for the expansion of the city's non -potable water main system at various locations citywide. Our team is responsible for providing all PS&E including construction drawings, documents, cost estimates, survey, utility research, construction bidding support, traffic control plans, and construction phase support services for this expansion. The project is being broken up into two phases. Phase 1 consist of the design of 1,400 LF of non -potable water pipe on 5th Street from Santa Monica Boulevard to Colorado Avenue. This phase will also include two connections; Palisades Park connections #1 (across California Avenue) and #2 (to San Vicente Boulevard Median) will contain the design of 100 and 600 LF of non -potable water pipe respectively. Phase 2 includes the connection of the existing non -potable water main running along Olympic Boulevard to the City Yards (2500 Michigan Avenue). Eastside Water Treatment Facility Expansion CITY OF CHINO I CHINO, CA Assistant Engineer. Mr. Ly is assisting the team providing engineering design support services for the Eastside Water Treatment Facility (EWTF) Expansion Project. The expansion will allow for the treatment of groundwater from Wells 13, 18, and 19, and potentially from wells 16 and 17, which are highly impaired. The project will also expand the EWTF LGAC (1,2,3 TCP) and ion exchange (nitrate and perchlorate) treatment capacity from 3,500 GPM to V 5 7,000 GPM and will include the design and construction of 18,650 LF of dual 4-inch HDPE brine disposal lines to connect to the Inland Empire Brine Line. CONTACT INFO JENNIFER PETERSON, PE, CFM, QSD/QSP, CPESC, jennifer.peterson@ LEED AP nv5.com Stormwater Engineer EXPERIENCE............................................................................................................................................................ ...................... 29 years Ms. Peterson has 29 years of experience working in the water resources EDUCATION field and assisting clients with stormwater and water quality -related permits. B.S. Civil Engineering She has experience preparing SWPPPs and Water Pollution Control Plans, designing construction and post -construction BMPs to meet water quality and LICENSES hydromodification requirements, setting up sampling programs, responding to Civil Engineer (CA) RWQCB notice of non-compliance and violations, and providing training for No. 67821 contractors, developers, and public agencies on various stormwater topics. QualDeveloperfied PP Project Experience Developer .................................................................................................................................................................................. Qualified SWPPP As -Needed Stormwater Services Practitioner UNIVERSITY OF CALIFORNIA SAN DIEGO I SAN DIEGO, CA Certified Floodplain Project Manager. Ms. Peterson served as Project Manager for an As -Needed Manager Stormwater Contract in which NV5 is providing Owner's Representative C Certified Professional services to support UCSD's stormwater program, mainly related to the Erosion &Sediment Construction General Permit (CGP) and the Phase II NPDES Permit. NV5 Control services for CGP include conducting BMP audits for active construction sites, coordination of REAPS and all rain event inspections with contractors, review LEEDAccredited of SWPPP documents prepared by contractors, support of UCSD staff in filing Professional Annual Reports and any other information needed for upload to SMARTS, AVAILABILITY providing contractor and owner training as needed on permit requirements, 40% and representation of Owner (UCSD) in the event of any stormwater discharges or violations. Services for Phase II permit include helping UCSD revise design guidance for consultants, and review of individual projects for water quality compliance. NPDES Stormwater Inspections CITY OF CARLSBAD I CARLSBAD, CA Project Manager. Ms. Peterson provided NPDES support to the City to support the Storm Water Program and monitoring the implementation of all BMPs on construction sites. Managed two stormwater inspectors who were responsible for performing regular site inspections on all construction sites, meeting with responsible contacts on site, conducting BMP assessments, coordinating and communicating problem sites to the City's inspection staff, completing written and/or electronic inspection reports identifying any deficiencies or corrective actions needed at each site. SDG&E Contract for Stormwater Permitting and SWPPP Services SDG&E Project Manager. Ms. Peterson is responsible for overseeing this stormwater permitting contract. NV5 has been responsible for providing QSD and QSP services associated with the State's Construction General Permit, including preparing traditional and linear SWPPPs for new projects as QSDs, performing BMP inspections and sampling as QSPs, updating and maintaining on -site SWPPPs, providing SWPPP training to contractors, coordinating with SDG&E and SDG&E contractors in providing guidance to address BMP deficiencies and N V 5 SWPPP compliance, and preparing project closeout documents. CONTACTINFO JUSTIN GRIFFITHS, PE, CFM, QSD/QSP justin.griffiths@nv5.com Stormwater Engineer EXPERIENCE................................................................................................................................................................................. 15 years Mr. Griffiths' technical background includes steady and unsteady hydraulic EDUCATION modeling, encompassing one- and two-dimensional models; river mechanics; B.S. Civil Engineering scour analysis, revetment design, hydraulic analysis of bridges and other REGISTRATIONS structures, floodplain mapping, storm drain and energy dissipating structure designs. Additionally, he is experienced in hydrologic modeling, flood routing, Civil Engineer (CA) No. 69994 retention/detention basin design, hydromodification analysis, and erosion control design. He assists project managers with a variety of water -related Certified Floodplain projects, including Storm Water Pollution Prevention Plans (SWPPPs), Manager (CA) No. US-05- Storm Water Management Plans (SWMPs), Water Quality Technical Reports, 01352 drainage designs and report preparation. Certified QSD/QSP- Project Experience No. 00717 - CASQA ................................................................................................................................................................................. AVAILABILITY Quarry Road Hydrology/Hydraulics and Alignment Study 40% COUNTY OF SAN DIEGO I SAN DIEGO COUNTY, CA Project Engineer. Mr. Griffith's was responsible for performing hydrologic, hydraulic, and scour calculations for a proposed bridge and roadway realignment over Spring Valley Creek at the Quarry Road crossing for the San Diego County Department of Public Works. Hydrologic calculations were performed according to the County of San Diego Hydrology Manual requirements using HEC-HMS for the highly urbanized 11.6 square -mile watershed. The 10-, 50-, 100-, and 500-year, 24-hour hydrographs were computed for use in the subsequent hydraulic modeling. Hydraulic modeling was performed using HEC-RAS and consisted of evaluating the existing conditions to determine baseline hydraulic values. Stone Canyon Creek LOMR CITY OF POWAY I POWAY, CA Project engineer responsible for performing hydrologic and hydraulic calculations for Stone Canyon Creek within the City of Poway. Hydrologic calculations were performed using HEC-HMS to generate inflow hydrographs at various points of interest for use in the subsequent hydraulic modeling. The hydraulic analyses consisted of modeling storm drains, culverts, Stone Canyon Creek, and its tributary using XP-SWMM. Storm drains, culverts, and the main channel of Stone Canyon Creek and its tributary were analyzed under unsteady, one-dimensional flow assumptions. Shallow flow resulting from culvert and storm drain overflow and Stone Canyon Creek overbank flow were modeled in two -dimensions. Thermal Sheriff Station WQMP CITY OFTHERMALl THERMAL, CA Project engineer for the preparation of a preliminary water quality management plan for a new sheriff station. The WQMP documented site, source, and treatment control best management practices (BMPs) that will be implemented to prevent pollutants from entering stormwater conveyances and receiving waters. The project proposes development of approximately 15 acres of a V 5 currently undeveloped parcel that will also include a warehouse, aviation facility, fuel station, wash area, parking, landscaped areas, and graded areas for future development_ CONTACT INFO VICTOR ALANIZ, PE victor.alaniz@nv5.com Mechanical Engineer EXPERIENCE.............................................................................................................................................................................. 29 years Mr. Alaniz has more than 29 years of experience in a wide variety of water EDUCATION facilities planning and design projects. He has served as project manager M.S. Civil Engineering on a variety of projects throughout California and has significant experience providing master -planning services for individual projects and complete city/ B.S. Civil Engineering district water distribution systems. LICENSES/ CERTIFICATES Project Experience ProfessionalEngineer ..................................................................................................................................................................................... (CA) No. C57825 Castle AFB Sewer Interceptor AFFILIATIONS ATWATER, CA American Water Works Design Engineer. Mr. Alaniz was responsible for the preparation of PS&E Association documents for approximately five miles of 24- to 33-inch sewer interceptor to connect Castle Air Force Base to the City of Atwater. The alignment Cal -Nevada Water Works included UPRR and SR 99 crossings which required specific coordination Association with individual agencies. Trenchless alternatives (bore and jack), separate Sacramento Area Water from traditional open -cut trench excavation, were employed in this project. Works Association Responsibilities included pipeline inspections, response to RFIs, preparation of North Bay Engineers change order documents, and verifications of as -built drawings. Club Non -Potable Water Distribution System, Phase III (CIP 592-59170) AVAILABILITY BRENTWOOD, CA 40% Project Manager. Mr. Alaniz was responsible for for approximately 7,540 LF of 12-inch, non -potable (reclaimed) water main and 1,210 LF of 20-inch water transmission main through urbanized area and city streets of Brentwood. The design includes open trench installation, horizontal directional drilling installations, and bore and jack construction. An extensive utility coordination was undertaken during this project with utilities from PG&E, Contra Costa Water District, and East Bay Municipal Utility District. Project also included approximately 1100 LF of 8-inch non -potable (reclaimed) water main through Miwok Park. Fusible PVC pipe and directional drilling techniques were used in various segments of the project to reduce pavement trench construction and traffic impacts. Brown Street Lift Station VACAVILLE, CA Project Manager. Mr. Alaniz prepared plans, specifications and cost estimates for complete replacement of a 1.3-mgd sewer lift station to replace and update an existing facility. The new pumping station included a dual wet well to allow isolation for maintenance/repair, VFDs to optimize pump performance over a wide range of flows, biofilter odor control system, electrical building, force main, site improvements and landscaping. The design was complicated by aesthetic/public safety requirements, as the site was adjacent to a public school. Rerouting of influent sewers necessitated a detailed construction sequencing plan. The project includes a new gravity sewer, force main, a V 5 28-foot-deep wet well with two compartments and complete redundancy of duty and standby pumps. The control building is a CMU block building designed to fully enclose all electrical and SCADA panels, the diesel -fueled generator, refrigerated sampler, and blowers for the biofilter (odor control). CONTACTINFO DAVID MAHER, PE, QSD/QSP david.maher@nv5.com Mechanical Engineer 949.585.0477 g EXPERIENCE Mr. Maher has more than 14 years of experience with various capital 14 years improvement and utility projects. His qualifications include designing various EDUCATION water and wastewater projects, including mechanical, structural, civil B.S. Civil Engineering elements utilizing CAD software, and project coordination. He has both design and construction management experience with projects, such as sewage LICENSES/ treatment plants that included several types of buildings like above -ground CERTIFICATES and underground concrete tanks, precast concrete manholes, retaining walls, Civil Engineer (CA) administration buildings, and tankers discharge facilities. No. 86136 Qualified SWPPP Project Experience Developer.................................................................................................................................................................................. Qualified SWPPP Grandview Pump Station Practitioner CITY OF GLENDALE DEPARTMENT OF WATER & POWER I GLENDALE, CA Project Engineer. Mr. Maher is assisting in providing engineering services AVAILABILITY for design and construction support of the Grandview Pump Station 70% Replacement. Our team is preparing plans, specifications and cost estimate for the removal and replacement of the existing Pump and Motor No. 2 with a new pump and motor. Grandview Pump Station is more than 70 years old and pumps about 25 percent of the City's water supply. The main goal of the project is to increase the reliability and efficiency of the facility by replacing the 72-year-old Pump No. 2, which continues to experience failures. In addition, NV5 is coordinating with the City's SCADA integrator to assure all modifications during the design will be in line with the City's control system. Leahy Avenue Well Drilling and Equipping BELLFLOWER SOMERSET MUTUAL WATER COMPANY I BELLFLOWER, CA Project Manager. Mr. Maher is managing our team's civil and mechanical engineering design and technical specifications for the abandonment of an existing well and equipping of a new high -capacity groundwater well, located on BSMWC's property at 14740 Leahy Avenue. The well equipping design is coordinated with the new well drilling and pump test data provided by Geoscience Services. Murrieta Road Booster Pump Station Replacement EASTERN MUNICIPAL WATER DISTRICT I MURRIETA, CA Mechanical Design Engineer. The project included a replacement of an existing pump station; preparing a study for best options to operate the existing pump station while constructing the new station; relocation of existing bypass piping; new facility discharge piping, including pump selection, bypass piping, fittings, valves and meters; chlorine and ammonia units; and chemical piping and injection points. Fox Street 1-MG Tank and Pipeline EASTERN MUNICIPAL WATER DISTRICT I PERRIS, CA V 5 Mechanical Design Engineer. The project included a 1-mg tank, inlet and outlet enclosure, 2,100 LF of 12-inch steel and PVC transition main pipeline, drainage piping and catch basins. CONTACTINFO DAVID ZENSIUS, PE david.zensius@nv5.com Mechanical Engineer EXPERIENCE.................................................................................................................................................................................... 15 years Mr. Zensius has more than 15 years of experience serving as a project EDUCATION engineer and project manager on a variety of water and wastewater projects. M.S. Civil and He has provided planning, design, cost estimating, modeling, systems analysis Environmental and construction -phase engineering services for public and private clients. Engineering He also has experience managing subconsultants, obtaining permits and completing feasibility studies. B.S. Environmental Engineering Project Experience LICENSES/ CERTIFICATES Storage Tank, Booster Pump Station, Tuolumne City Water Treatment Plant Professional Engineer CITY OFTUOLUMNE CITY I TUOLUMNE CITY, CA (CA) No. C59347 Project Manager. Mr. Zensius managed the project, which included an 850- Water Treatment gpm, 1.0-mg welded -steel tank and treated water booster pump station. Operator (CA) T4 The site facilities include for future provision of a second 1.0-mg tank. The No. 21893 project included full design and construction support services for the tank and pump station, 12-inch-diameter pipelines, piping connections and valving, AVAILABILITY electrical service upgrade, and site improvements. The project required 30% close coordination with the Tuolumne Utilities District, as it forms part of a phased upgrade/expansion of a key water treatment plant. He also prepared construction drawings, technical specifications and cost estimates and reviewed contractor submittals and responded to contractor RFIs. Atherton Drive Water Storage and Booster Pump Station CITY OF MANTECA I MANTECA, CA Design Team Leader. Mr. Zensius was responsible for a fast -track, $5.3M design -build project for a 3.6-mg capacity, welded steel water storage tank, a dedicated booster pump station with five 150-hp pumps, piping, and standby on -site electrical generation. Site improvements, along with water distribution system improvements necessary to complete the tank and booster pump station, are included. The project layout is designed to facilitate a future well and wellhead treatment system. Wells 28 and 29 CITY OF MANTECA I MANTECA, CA Project Manager. Mr. Zensius was responsible for the design of two new municipal wells located in city parks. The wells will be designed to produce between 1,000-1,500 gpm of high -quality water with minimal aesthetic impacts to the surrounding established neighborhoods. The wells will be designed to provide arsenic treatment. However, if water quality is such that treatment is not currently needed, piping, valves, and well site space will be provided for future installation if needed due to changes in regulations or water quality. Both well sites will have buildings constructed to house the well, pump motor, sodium hypochlorite feed system, instrumentation, controls and electrical equipment. As a part of this project, five existing wells that are no longer in V 5 use will be destroyed. CONTACT INFO jack. abcarius@nv5.com 858.385.2128 EXPERIENCE 36 years EDUCATION B.S. Civil Engineering LICENSES/ CERTIFICATES Civil Engineer (CA) No. C40459 Certificate of Completion, Module Value Analysis/ Value Engineering AFFILIATIONS American Society of Civil Engineers (Former Director) Consulting Engineers and Land Surveyors of California (Former Director) JACK L. ABCARIUS, PE Structural Engineer Mr. Abcarius is the structures group manager for NV5's San Diego office. He has been a civil engineer in California since 1983. He has extensive experience performing QA/QC on structural projects. His technical experience covers all aspects of the field from planning to final design, to construction inspection and support services. Mr. Abcarius is highly experienced in leading multi -disciplinary design teams on public works projects. Project Experience Bradley Road Bridge Design CITY OFMENIFEE I MENIFEE,CA Project manager responsible for providing preliminary design and construction documents for this project to improve Bradley Road between Rio Vista Drive and Potomac Drive within the City of Menifee. This improvement consists of providing an all-weather crossing at Salt Creek in lieu of the existing two -pipe culvert. Such an improvement is necessary for the surrounding communities that get stranded after a 5-year storm event as the roadway gets completely flooded, and becomes impassable. This is a safety concern to the senior citizen community because emergency vehicles cannot reach them without having to go through a lengthy detour. American Public Works Melrose Drive Extension Association CITY OF OCEANSIDE I OCEANSIDE, CA Project manager for the design of the missing link of Melrose Drive between American Society Spur Avenue, located about one-half mile south of SR-76, and North Santa of Civil Engineers, Fe Avenue, 300 feet north of Willowbrook Drive. This 3,000-foot roadway Transportation Group extension includes the design of a proposed bridge crossing over Guajome AVAILABILITY Lake Road and some wetland habitat. Additionally, Melrose Drive will be 30% widened for 1,900 feet between North Santa Fe Avenue and Sagewood Drive. Pala Road Bridge Over Temecula Creek CITY OFTEMECULA I TEMECULA, CA Project manager for the replacement of a structurally deficient and functionally obsolete bridge under the federal Highway Bridge Rehabilitation and Replacement (HBRR) program. Led team of specialists in the disciplines of bridge design, highway design, traffic engineering, hydraulic analysis, geotechnical engineering and environmental mitigation. Conducted bridge type selection, supervised final bridge design and prepared specifications and estimate. Facilitated coordination with a number of interests, including the Pechanga Indian Tribe, which provided input on bridge architectural features. Bellflower Undercrossing— Ramp 16 COUNTY OF LOS ANGELES Project engineer for seismic analysis and retrofit design of a six -span, V 5 408-foot-long reinforced concrete box girder. Retrofit measures included the addition of steel column casings, pile footing enlargements and addition of steel pins at the hinge to provide transverse restraint. CONTACTINFO RUSSELL NYGAARD, PE russ.nygaard@nv5.com Engineer Structural En 916.496.1093 g EXPERIENCE Mr. Nygaard has a successful 30-year career leading structures and public 30 years works projects in both private firms and public agencies. This background has EDUCATION provided a comprehensive understanding of all aspects and phases of bridge, M.S. Structural building and civil projects. From planning, environmental, and permitting Engineering phases, to right-of-way and utility concerns, through design, construction, and long-term maintenance, Mr. Nygaard has led projects of all sizes. He B.S. Civil Engineering has exceptional experience with public outreach and reporting to local and LICENSES/ state boards and funding agencies. His project experience includes bridges, CERTIFICATES buildings, roadways and highways, park facilities, retaining and underground Civil Engineer (CA) structures, waterfront improvements and offshore structures. No. C50369 Project Experience AFFILIATIONS................................................................................................................................................................................. American Society of S.R. 89/Fanny Bridge Community Revitalization Project Civil Engineers — Board TAHOE TRANSPORTATION DISTRICT I TAHOE CITY, CALIFORNIA Member Program Manager and Implementing Agency Oversight for the community Society of American revitalization project in Tahoe City, California. A new highway alignment Military Engineers — Past and relocation of S.R. 89 / S.R. 28 intersection out of downtown Tahoe City Director created the opportunity to redevelop the western portion of the community and American Public Works revitalize the business core. Transportation elements of the project included Association Complete Streets Conversion of existing highway to local roadway; new bridge on new alignment and replacement of existing Fanny Bridge; three Construction roundabouts to alleviate traffic congestion through corridor; and pedestrian and Management Association bike facilities. Community elements included new commercial uses, downtown of America parking expansion, and coordination with new community facilities, including Structural Engineers re -use of fire station and arts building. Mr. Nygaard performed planning and Association of CA layout for community and business elements, design reviews for all aspects, public outreach, business coordination, and construction oversight. In addition, American Council of as the lead funding organization (Implementing Agency), Mr. Nygaard Engineering Companies maintained budget controls and federal and state agency coordination for — CA multiple grants. AVAILABILITY 20% Club Center Drive Bridge Over East Main Drain Canal CITY OF SACRAMENTO Project Engineer and Structures Representative responsible for management activities including project scheduling, cost control, assigning tasks to personnel, client liaison, and coordination of subconsultant work. Design activities included: preliminary planning studies, field investigations, final design and detailing, specifications, estimates, quality control, coordination with local, state, and federal agencies, construction support and site investigations. East Area Specific Plan - Structures CITY OF FOLSOM I FOLSOM, CA Project Engineer responsible for a variety of structures for the development of new specific plan. Structures included retaining walls, sound walls, underground sewer and stormwater structures, including pump stations, drop inlets, and pig vaults, box culverts, and streetlight and signal foundations. V 5 Larger structures included entry feature structures and a 5-tiered MSE retaining wall for a park. CONTACTINFO DEVAN DAGLEY, PE, QSD/QSP devan.dagley@nv5.com 858.385.2158 Structural Engineer EXPERIENCE Mr. Dagley is a senior engineer in NV5's structural group with over 9 years 9 years of structural design and construction management experience. He is well - EDUCATION versed in providing construction management, performing inspections (both M.S. Civil Engineering during and post -construction) and structural calculations of new and existing buildings to determine code -prescribed forces or as -built capacity. He is adept B.S. Civil Engineering in preparing constructability reviews and reports, analysis of construction LICENSES/ costs from changed conditions, draft change orders, and claims disposition CERTIFICATES recommendations. He is skilled in preparing construction documents, cost Civil Engineer (CA) estimates, proposals, scopes of work, and has performed QA/QC reviews of No. C78462 plans (internal and third party) to identify potential conflicts that may arise. Qualified SWPPP Project Experience Developer/Practitioner, ..................................................................................................................................................................................... (CA) No. 23714 El Centro Wastewater Treatment Plant Certified Cal OES SAP CITY OF EL CENTRO I EL CENTRO, CA Disaster Worker Project Structural Engineer. Mr. Dagley performed structural analysis, which No. 81164 included considering wind and seismic forces, in the retrofitting of an existing AVAILABILITY blower building. The retrofit was necessary, as the new pumps that were being 60% installed would not fit through the existing roll -up doors, the roof trusses were removed, a new cripple wall was installed on top of existing stud wall, and new roof trusses were installed. As part of the retrofit, the building needed to be brought to code compliance with regard to seismic loading. This included installing new wood shear walls and metal "hold downs" to resist uplift forces from wind/seismic forces. Solana Beach Pump Station Improvements SAN ELUO J.P.A. I SOLANA BEACH, CA Lead Project Engineer. Designed new wet well, expanded existing wet well and provided new elevated slab for supporting various mechanical equipment. New wet well design included designing a sheet piling retaining wall, which would then be incorporated into the wet well wall. Due to vicinity to lagoon and low sea level elevation, the structural design required consideration of a high sea level elevation of +11 feet above MSL. Therefore, groundwater and buoyancy were considered during structural design in order to facilitate construction. Due to space constraints, the new wet -well was designed below the driveway, so the top slab had to be designed to accommodate heavy vehicular loading. Picacho Road Bridge Deck Repair COUNTY OF IMPERIAL I WINTERHAVEN, CA Lead Project Engineer. Mr. Dagley performed site inspections in order to ascertain as -built conditions of bridge and to determine existing structural state. During site inspections, it was determined that the bridge deck needed to be replaced due to excessive deflections of deck at edges, which caused a serious safety risk for collapse or failure. Performed structural design of V 5 replacement deck with minimal impact to canal over which the bridge crosses. CONTACTINFO CHRISTOPHER KRIER, PE chris.krier@nv5.com 858.385.2155 Structural Engineer g .................................................................................................................................................................................... EXPERIENCE Mr. Krier is a senior engineer in NV5's structural group, having 14 years of 14 years structural design and construction management experience. He provides EDUCATION structural design and construction management, performing inspections (both M.S. Structural during and post -construction) and structural calculations for new structures, Engineering foundations, and walls to determine capacity of the built condition. Mr. Krier specializes in design of CIP reinforced concrete, PS/PC concrete, post- B.S. Civil Engineering tensioned concrete, and structural steel, CMU, and timber structures. LICENSES/ CERTIFICATES Project Experience CivilEngineer (CA) .................................................................................................................................................................................... No. C71833 El Centro Water Treatment Facilities AVA AVAILABILITY CITY OF EL CENTRO I EL CENTRO, CA Structural engineer for the design several masonry and concrete buildings, foundations, slabs on grade, subterranean vaults and tank structures, as well as several steel structures. Also provided structural construction support throughout entirety of construction City of El Centro Main Lift Station CITY OF EL CENTRO I EL CENTRO, CA Prepared final structural design plans and specifications for the upgrade of the City of El Centro Main Lift Station. The structural design included demo if an existing concrete floor and replacement with structural steel Pauma Wastewater Treatment Facility Expansion Preliminary Engineering and Design Improvements CITY OF PAUMA VALLEY I PAUMA VALLEY, CA Performed the structural design and completed the PS&E package for a 125-foot by 70-foot by 16-foot tall multi -celled CIP concrete wastewater tank. Design codes included ACI 350 and IBC 2006. High Desert Tank Foundation and Retaining Wall CITY OF YUCCA VALLEY I YUCCA VALLEY, CA Designed a CIP concrete ring foundation for a 260,000 gallon tank and a 50' long x 6' tall CIP concrete retaining wall Farm Mutual Tank Foundation and Pressure Reducing Station CITY OF WILDOMAR I WILDOMAR, CA Designed a CIP concrete ring foundation for a 280,000 gallon tank and a 15'x16' Pressure Reducing Station consisting of a masonry bearing wall with CIP concrete slab foundation. Melrose Drive Extension CITY OF OCEANSIDE I OCEANSIDE, CA Provided full PS&E for a 155-foot long simple -span cast -in -place, prestressed N V concrete Box girder bridge using the newly adopted Load and Resistance Factor Design (LRFD) methodology. Areas of Expertise Electrical Power Distribution Emergency Power Systems Electrical Code Compliance Photovoltaic Systems Lighting Design/Energy Efficiency Years of Experience 32 Years Education BSEE, 1987, CSU Sacramento, Electrical Engineering (Power Option) MBA, 1992, University of San Diego, Business Administration Registration/Certification Registered Professional Electrical Engineer — California E-13353 Arizona E-26739 Nevada E-10297 Missouri E-2015008159 Idaho E-16420 Minnesota E-52741 LEED BD+C (US Green Building Council) Memberships/Organizations International Assoc. of Electrical Inspectors (IAEI) Illuminating Engineering Society (Past Chapter President) IEEE Industry Application Society USGBC San Diego Chapter National Fire Protection Association (NFPA) <�D BSE ENGINEERING Alan J. Brown, PE, MBA, LEED AP BD+C Principal Electrical Engineer Overview Mr. Brown, PE, has over 30 years' experience providing electrical engineering services for municipal, state, and federal government facilities. He has completed over 1000 projects including all types of building and site infrastructure work. His experience includes site and building electrical systems, lighting and lighting controls, Title 24 compliance, LEED for electrical systems, telecommunications infrastructure, and photovoltaic systems. Mr. Brown is a Certified Plan Reviewer (International Code Council # 1027131) and Electrical Code expert. Project Specific Experience Leahy Ave. Water Well, Bellflower Somerset Mutual Water Company, Bellflower, CA Principal Electrical Engineer for new pump station. Provided power, interior and exterior LED lighting, controls, new electrical service from SCE, and Title 24 energy compliance. Reviewed drawings, single line diagrams, control schematics, and PLC cabinet. Grandview Pump Station No. 2 Unit Replacement, City of Glendale Water & Power Department, Glendale, CA Principal Electrical Engineer for replacement of improperly functioning synchronous motor with an induction motor. Reviewed drawings, control scheme of existing motor, single line diagrams, and door cabinet of existing equipment. 624 Pressure Zone — P2541 Pressure Reducing Stations #1 and #2, Otay Water District, Chula Vista, CA Principal Electrical Engineer for the electrical and controls upgrade to existing Pressure Reducing Station #1 and #2 (624 Pressure Zone). Provided design supervision and quality control reviews for the electrical upgrades (new electrical service, SDG&E transformer location, and connection to PRV vault) and instrumentation upgrades (process & instrumentation diagram and new PLC). Dictionary Hill Pump Station Motor Control Center Replacement, Helix Water District, La Mesa, CA Principal Electrical Engineer for the replacement of the service entrance switchboard and pump station motor control center. Provided design supervision and CIA reviews for MCC configuration, pump control schematic, and pump re -circuiting, ATS configuration and installation, and project specifications. Designing Your Sustainable Future <jol ESE ENGINEERING Erson Bolos, PE, LEED AP BD+C Senior Electrical Engineer Overview Mr. Bolos, PE, has experience in the engineering and design of interior _ and exterior lighting, lighting controls, site and building electrical distribution systems, load calculations, and branch circuit wiring. He has focused on electrical engineering analysis using SKM Dapper/Captor software, building circuiting and power distribution. Areas of Expertise Project Specific Experience Electrical Power Distribution Leahy Avenue Water Well, Bellflower Somerset Mutual Water Electrical Code Compliance Company, Bellflower, CA Lighting Design/Energy Efficiency Senior Electrical Engineer for new pump station. Provided power, Years of Experience interior and exterior LED lighting, controls, new electrical service from 14 Years SCE, and Title 24 energy compliance. Created drawings, coordinated with client for HVAC equipment and mechanical piping, attended site Education meeting w/SCE, created single line diagrams, and created control BSEE, 2005, San Diego State schematics and PLC cabinet. University, Electrical Grandview Pump Station No. 4 Unit Replacement, City of Glendale Engineering Water & Power Department, Glendale, CA Registration/Certification Senior Electrical Engineer for replacement of improperly functioning Registered Professional Electrical synchronous motor with an induction motor. Performed site visit to Engineer, California E-19306 verify existing conditions. Coordinated with client for new motor sizes, LEED BD+C (US Green Building with controls consultant for PLC controls, and with manufacturer of Council) existing switchboard for existing motor control diagram. Removed synchronous portion of controls so controls work with induction Memberships/Organizations motor. Created drawings. Revised control scheme of existing motor, Illuminating Engineering Society single line diagrams, and door cabinet of existing equipment. North Bay Pump Station Replacement, Lake Arrowhead Community Services District, Lake Arrowhead, CA Project Electrical Engineer for the replacement of the service entrance switchboard and pump station motor control center. Provided control schematics, SCADA, and P&IDs to denote process flow and related inputs and outputs. Provided NITS and generator quick connect switchboard with alternate generator logs. Dictionary Hill Pump Station Motor Control Center Replacement, Helix Water District, La Mesa, CA Project Electrical Engineer for the replacement of the service entrance switchboard and pump station motor control center. Provided design supervision and CIA reviews for MCC configuration, pump control schematic, and pump re -circuiting, ATS configuration and installation, and project specifications. Designing Your Sustainable Future Areas of Expertise System Control and Data Acquisition — SCADA Water and Wastewater Automation Instrumentation Control Electrical Power Distribution Emergency Power Systems Electrical Code Compliance Years of Experience 48 Years Education BSEE, 1970, University of Calgary, (B5c, EE) — Electrical Engineering Registration/Certification Registered Professional Electrical Engineer, California E-12852 �� EISE ENGINEERING Bela M. Wouters, PE Quality Control Electrical Engineer Overview Bela M. Wouters, PE, has extensive experience in in the industrial, municipal, health-care and commercial sectors. He has provided electrical and controls designs for municipal & industrial applications including radio telemetry; custom Programmable Logic Controller systems; and power, lighting and electrical system designs for water/wastewater, hospitals, educational and commercial facilities. Project Specific Experience Upgrade 9 Well Control Systems, City of Hemet, Hemet, CA Senior Electrical Engineer forthis new control system. Prepared Process & Instrumentation Diagrams (PID's), control and telemetry design of new SCADA system for city-wide water pumping and distribution system involving nine (9) well sites and two hill located reservoirs. System employed spread -spectrum, auto -repeater 900 MHz radios. Water Distribution Control System Upgrade, City of San Clemente, San Clemente, CA Senior Electrical Engineer for the replacement of controls at 22 sites around the City including hill -top reservoir tanks, booster pump stations, pressure reducing valve (PRV) stations and well sites. Prepared construction documents including. PID's, design for sidewalk mounted local control panels next to PRV's or at reservoir sites, and new control panels in existing pump stations. North Shore Booster Pump Station, City of Lake Arrowhead, Lake Arrowhead, CA Redesigned the existing main water supply intake pump station. Work involved replacing three (3) 40HP submersible intake pumps located 800 feet out on the lake bottom, and providing three (3) VFD's for the 200 HP booster pumps. The existing control system was replaced by a complete new control panel with an HMI screen. The project necessitated building a new pump station building in an environmentally sensitive area on an existing beach site next to multi- million dollar homes. Dictionary Hill Pump Station Motor Control Center Replacement, Helix Water District, La Mesa, CA Worked with Water District to complete design and specification to ensure the Process and Instrumentation Diagram (PID), new power supply and control system drawings and specification complied with the specific requirements of the Operating and Maintenance staff. Established a standard for the custom design and control of the Motor Control Center. Construction met the schedule and budget with minimal RFI's. Designing Your Sustainable Future CONTACT INFO NONA ESPINOSA, PE nona.espinosa@nv5.com Hydrology/Hydraulic Studies EXPERIENCE................................................................................................................................................................................ 23 years Ms. Espinosa has more than 23 years of experience as a design engineer EDUCATION in numerous water resource projects. She has performed hydrology and B.S. Civil Engineering hydraulic analysis of storm systems as well as hydraulic calculations to LICENSES/ determine pipe size, flow demands, capacities, and other pertinent data for CERTIFICATES sanitary sewer and water systems. Her designs include erosion control sites, Civil Engineer (CA) hydraulic structures, sanitary sewer systems, water systems, pump stations, No. C-60547 wastewater and drainage systems, and a snow -making system. Erosion Control Project Experience Compliancewith NPDES .............................................................................................................................................................................. Phase II Erosion Control Citywide Storm Drainage Master Plan Study Compliance and Rolled CITY OF MOUNTAIN VIEW I MOUNTAIN VIEW, CA Erosion Control Pro Ms. Espinosa provided technical analysis for the hydrologic and hydraulic analysis of all pipes 24-inch and larger within Mountain View. After creating AFFILIATIONS drainage boundaries based upon aerial topography and the piped collection APWA system, she used Haestad Methods' (now Bentley) StormCAD for the AVAILABILITY evaluation of the City's storm drainage systems. The report included 40% discussion of the piped system, pump stations and creek improvements. Drainage System CITY OF SACRAMENTO I SACRAMENTO, CA Ms. Espinosa designed a drainage system for Power Inn Grade Separation Project. She performed the hydrology and hydraulic analysis and prepared the drainage report. She analyzed the existing condition of the storm sewer system and the proposed system using StormCad software. The computer analysis determined alignments and pipe sizes. She performed the inlet calculation and designed and prepared construction plans storm sewer system. Stanford University Storm Drainage Overland Flow Master Plan STANFORD UNIVERSITY I PALO ALTO, CA Ms. Espinosa performed the hydrology and hydraulic analysis for Stanford University and prepared the drainage report. Analyzed overland release conditions for the eastside and westside of the campus of an area roughly 1,606 acres. The study included detention master plan, open channel design, storm drain pipeline assessment, detention basin design and alternative analysis. Identified drainage areas and performed drainage calculations using HECRAS, StormCad, Flow Master, and Culvert Master. Performed field investigation of the site. Developed a prioritized list of improvement projects. Canyon Road Bridge Replacement Project CITY OF MORAGA I MORAGA, CA Ms. Espinosa performed hydrologic/hydraulic engineering services for a bridge replacement project. Prepared technical memorandum of the hydrologic and hydraulic assessment for the Canyon Road West Branch San Leandro Creek (Moraga Creek) (Bridge No. 28COl37) under the existing conditions. She presented the hydraulic analysis and any unusual aspects of the design that require special attention and clarify the procedures, methodology, and criteria used in the analysis. CONTACTINFO KAITLYN LEONG, PE kaitlyn.leong@nv5.com Hydrology/Hydraulic Studies EXPERIENCE.................................................................................................................................................................................... 5 years Ms. Leong has worked on numerous water and wastewater projects for various EDUCATION agencies throughout the state. She is skilled in a number of modeling and B.S. Civil Engineering design programs, including AutoCAD, HEC-RAS and GIS. LICENSES/ Project Experience CERTIFICATES............................................................................................................-. ..................................................................... . Civil Engineer (CA) Drainage Study No. 89478 STANFORD UNIVERSITY I PALO ALTO, CA REGISTRATIONS Hydraulic Analysis. Ms. Leong performed hydrology and hydraulic analysis Certified NASSCO PACP/ to analyze overland release conditions for the east side of the campus at LACP/MACP Stanford University. She identified drainage areas and performed drainage AVAILABILITY calculations using HEC-RAS. 60% Miscellaneous Water and Sewer Main Replacement Project CITY OF MOUNTAIN VIEW I MOUNTAIN VIEW, CA Staff Engineer. Ms. Leong served as Staff Engineer for the design services for the City of Mountain View's current sewer and water main replacements project. Design included replacement of 5,280 lineal feet of 4-inch and 6-inch cast iron water mains with PVC pipe material with a conventional open trench method. Design also included replacement of 4,840 lineal feet of 6-inch and 8-inch sewer mains with the pipe bursting method. Ms. Leong reviewed CCTV records and videos of the existing sewer condition and provided recommendations of a best replacement method based on the existing sewer condition. Pipe burst methods were employed where feasible based on a review of sewer conditions from the CCTV investigation. Tejon Mountain Village Water Supply Facility Plan KERN COUNTY, CA Staff Engineer. Ms. Leong served as Staff Engineer for this 7,800-acre development encompassing approximately 3,450 single-family units as well as recreational, commercial and hotel facilities and agricultural areas. Engineering assistance on the project will involve multiple phases of design, with the initial phase including research; outreach to local and state agencies; development of demand factors and water budgets/supply options; and proposed major backbone infrastructure facilities siting and pipeline routing, including water conveyance, storage and treatment. Infrastructure requirements were divided into those necessary for the first tentative tract map development area (approximately 750 residential units, a hotel, 70,000 square feet of commercial facilities, and various open space/agricultural areas) and final buildout. The overall project is divided into six tentative tract maps and 18 phases. North Kaweah Mutual Company Water Supply and Consolidation Project CITY OF THREE RIVERS I THREE RIVERS, CA Staff Engineer. Ms. Leong was responsible for planning, design and construction management in a mountainous area to consolidate two water systems, install approximately 10,600 feet of 6- and 8-inch water lines, fire hydrants, a new 120,000-gallon storage tank, pressure -reducing station, two new shallow wells, a 25-gpm water treatment plant, and new electrical services. CONTACTINFO CYNTHIAS. PERAZA, PE cynthia.peraza@nv5.com Special Engineering Studies EXPERIENCE............................................................................................................................................................................... 25 years Ms. Peraza has 25 years of experience in water, wastewater, and recycled EDUCATION water projects, including master planning and design of capital improvements M.S. Civil and for water, sewer, and storm drain improvements. As a quality assurance/quality Environmental control technical reviewer, she has completed improvement projects for various Engineering agencies throughout Southern California. She is familiar with the approval and permitting procedures of federal, state, county and local jurisdictions. B.S. Civil Engineering LICENSES/ Project Experience CERTIFICATES..................................................................................................................................................................................... Civil Engineer (CA) Updated Recycled Water Master Plan (Beneficial Reuse) No. 71261 CITY OF SAN DIEGO I SAN DIEGO, CA NASSCO Certification Project Engineer. Ms. Peraza assisted in the update of the Recycled Water No. U06-16622 Master Plan for the city's $50M recycled water system expansion into northern San Diego. Responsibilities included preparation of the market assessment AFFILIATIONS update technical memorandum, which identified new customers that could Society of Hispanic potentially provide a cost-effective expansion of the existing recycled water Professional Engineers system. She evaluated the potential and feasibility of expanding the existing Society of Women recycled water distribution system within the city's northern services area and Engineers assisted in developing the proposed layout of the expanded system and capital cost estimate. She assisted in development of the San Pasqual recycled Chi Epsilon Civil water system update, which served to assist the city in developing a strategic Engineering Honor planning approach to expanding the existing recycled water system in the San Society, San Diego Pasqual Valley. Alumni Association, Past President Stormwater and Wastewater Master Plan American Society of CITY OF CHULA VISTA I CHULA VISTA, CA Civil Engineers Project Engineer. Ms. Peraza was responsible for the evaluation and AVAILABILITY assessment of the existing sewerage system, including sewer mainlines and 40% manholes, based on the city -provided database and GASB 34 information. The evaluation identified facilities requiring immediate and future rehabilitation based on an age of facility analysis. She assisted in developing a long-range rehabilitation plan for the city's capital improvement program that incorporated capacity and rehabilitation type projects. Phase II, Integrated Facilities Plan PADRE DAM MUNICIPAL WATER DISTRICT I SAN DIEGO, CA Project engineer. Assisted in developing phase 11 of the plan. The project was developed to generate updated water, wastewater, and recycled water master planning documents; a detailed capital improvement program; review maintenance and staffing needs; and provide financial analysis. Assisted in developing the recycled water customer analysis technical memorandum, which identified potential new customers and alignment alternatives that could provide cost-effective expansions of the existing recycled water system. Evaluated the potential and feasibility of expanding the existing recycled water distribution system within the district's services area, and assisted in developing the proposed layout of the expanded system, which included pipelines, pump stations and storage reservoirs. Assisted in developing preliminary cost estimates for the proposed expansion alternatives of the existing distribution system. CONTACT INFO JAMES OWENS, PE, LEED AP james.owens@nv5.com 858.385.2187 Special Engineering Studies/Financial + Economic Services EXPERIENCE Mr. Owens leads a variety of water and wastewater projects during the 16 years troubleshooting, conceptual design, planning, financing and design phases. EDUCATION He is experienced in performing population and demand projections, hydraulic M.B.A. Business analysis and design, project and system financial analysis, and the planning Administration and design of facilities. Mr. Owens is fluent in Spanish and has had success in acquiring funding for communities to improve water and wastewater systems. B. S. Civil Engineering He has prepared numerous planning and design projects for CDBG, SRF, LICENSES/ BECC, NADBank, Proposition 50, Proposition 84, and USDA for numerous CERTIFICATES communities along the California/Mexico border and throughout the state. Civil Engineer (CA) No. C66067 project Experience ............................................................................................................................................................................... LEEDAP Water and Wastewater Master Plan and Rate Study AVAILABILITY CITY OF EL CENTRO I EL CENTRO, CA 40% Mr. Owens developed the water portion of the master plan, including demographic projections, description and evaluation of existing facilities, identification of deficiencies, development of solution alternatives, evaluation and recommendation of alternatives, and development of a capital improvement plan with projects totaling more than $10M. He determined necessary rate changes to customers working with City staff to finalize the capital improvements schedule, personnel additions, existing and projected debt service, and other expenses. Lucerne Valley Water and Wastewater Preliminary Planning Document LUCERNE VALLEY, SAN BERNARDINO COUNTY, CA Project Manager. Mr. Owens served as Project Manager for a preliminary plan of conceptual layout development for a proposed water and sewer district east of Victorville. He researched and presented data on groundwater quality, existing facilities, and potential users. He oversaw estimate of current water demand and wastewater generation, as well as projection of demands in proposed district boundaries. Amendment to Preliminary Engineering Report: NILAND SANITARY DISTRICT I NILAND, CA Mr. Owens prepared amendment to the preliminary engineering report and environmental documentation to receive $800,000 in grant funding for construction. Worked with Imperial County Planning and Development Department to obtain grant for design of wastewater improvements. He also served as the project manager for cleaning and video inspection of approximately 15,000 LF of gravity sewer pipeline. Ocotillo Water Pipeline Improvements COYOTE VALLEY MUTUAL WATER COMPANY Mr. Owens oversaw the geotechnical investigation, topographical and mapping survey, and civil drawings of a 5,000 LF potable water pipeline that connects two water companies in Imperial County. Mr. Owens helped the water companies secure more than $800K in grant funds from the County Planning N V 5 Department and USDA to pay for the pre -design, design and construction. He also coordinated the bridge loan to support the design and bidding stages. CONTACT INFO PAUL ROBOTTA, PLS paul.robotta@nv5.com Land Surveying EXPERIENCE.................................................................................................................................................................................... 40 years Mr. Robotta has 40 years of experience in providing professional surveying EDUCATION services to both private and public sector clients. His expertise is in project J.D. Law management and delivery of projects for large energy providers, educational institutions and airports. Mr. Robotta has a high level of expertise in providing B.A. English and performing survey mapping, boundary research and resolution, ALTA LICENSES/ preparation, topographic mapping and geodetic control, forensic surveying CERTIFICATES and exhibit preparation, title issues including the Subdivision Map Act and Professional Land construction support for public and private projects. Surveyor (CA) No. 5334 Project Experience CaliforniaState Bar ................................................................................................................................................................................... No. 213987 On -Call Surveying AFFILIATIONS SDG&EI SAN DIEGO, CA California Land Principal -in -Charge of multiple on -call, indefinite delivery surveying contracts Surveyors Association — providing expert services in support of land acquisition, right-of-way (CLSA) — retracement, forensic surveying and engineering design surveying both San Diego County overhead and underground Electric Distribution and Transmission Departments, Chapter and natural gas pipeline projects — for the Civil Structural, Land Services and San Diego County Bar Special Projects Sub -Station Departments. Specific services include survey Association (SDCBA) and resolution of rights -of -way, route surveys, boundary surveys, field and aerial topographic surveys, and forensic surveys for court exhibits. Based on California Bar Association these surveys, NV5 prepares easement and right-of-way plats for acquisition, (CBA) encroachment maps, records of survey, corner records, expert witness services, AVAILABILITY construction staking and layout and comprehensive base mapping. NV5 also 30% provides Land Rights Consultation — Easement Interpretation, Access Issues, Land Rights and Acquisition, Expert Testimony and legal Claims and Support. On -Call Surveying Services SAN DIEGO INTERNATIONAL AIRPORT AUTHORITY I SAN DIEGO, CA Survey Manager for this multiyear, on -call surveying and engineering services agreement. NV5 is currently providing exterior land surveys, interior building surveys, LiDAR and conventional airspace obstruction surveys, lease platting, and legal description preparation and review, aerial photogrammetry and conventional topographical surveying, reviews of existing survey bench marks and boundary lines, field surveying for surface and utility infrastructure mapping, geographical information compilation and mapping and GIS data conversion, taxiway lane lead-in line layouts, construction staking, project design support, and other miscellaneous surveys, such as aviation easements and declination determination as assigned by the Authority. On -Call Surveying and Engineering Drawings SOUTHERN CALIFORNIA GAS COMPANY I VARIOUS LOCATIONS, CA Senior Project Manager for on -call survey and engineering drawing services for Southern California Gas Company (Company), the nation's largest natural gas V 5 distribution utility serving 19.8 million consumers. Typical projects include pipeline or pipeline facility modifications, relocations and installations. Projects are located throughout the Company's service territory, which spans 23,000 square miles from San Luis Obispo in the north to the Mexican border in the south. Projects occur in public rights -of way, private easements or on Company property. CONTACTINFO 1AMES NICOLAU IV, PLS james.nicolau@nv5.com Land Surveying EXPERIENCE................................................................................................................................................................................... 14 Years Mr. Nicolau is experienced in performing survey, mapping and design projects, EDUCATION including planimetric and topographic surveys, boundary and right-of-way Coursework/Surveying mapping, land descriptions, and deed analysis. His experience includes design Courses - Cuyamaca and as -built, architectural, utility, topographic, subdivision mapping, and right - Community College of -way surveys. Being a second generation surveyor in Southern California with 14 years of Land Surveying, Project Management and Real Estate expertise in LICENSES/ both the private and public sectors has given him the opportunity to be involved CERTIFICATES in some of San Diego's highest -profile projects, including Petco Park, San Professional Land Diego County Administration's Waterfront Park, San Diego Gas & Electric's Surveyor (CA) No. 9238 joint venture with the Gas Company on the Pipeline Safety Enhancement Plan Envision Sustainability (PSEP), and Scripps Hospitals' Proton Therapy Center, among many others. Professional/Institute for Sustainable Infrastructure Project Experience AFFILIATIONS President of the On -Call Land Surveying & Mapping Services California Land METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA I VARIOUS LOCATIONS, CA San Mr. Nicolau performed on 35 task orders, including ALTA surveys, Right -of - Diegoeyors Chapiation, San Diego Chapter way, records of survey, aerial mapping and final monumentation to document MWD permanent easement throughout MWD's distribution system area American Council of covering several counties. Engineering Companies, California Pipeline Safety Enhancement Plan (PSEP) California Association of SOUTHERN CALIFORNIA GAS (SCG) & SAN DIEGO GAS & ELECTRIC (SDG&E) Realtors Mr. Nicolau served as Project Manager for the PSEP program, a $1.9B joint effort between SCG and SDG&E, covering hydrostatic pressure testing, National Society of pipeline replacement, valve upgrades/replacements and environmental Professional Surveyors compliance. As the Project Manger, he was responsible for many miles of base AVAILABILITY mapping (aerial, mobile/terrestrial scanning, and conventional), temporary and 70% permanent easements, right-of-way, utility mapping, and cost control. As -Needed Survey Services CITY OF CORONADO I CORONADO, CA Mr. Nicolau served as Team Leader for a variety of as -needed surveying and engineering services provided to the City of Coronado. Services have included easement document reviews, preparation of plats and legal description for a new easement, final and parcel map reviews, topographic survey, right-of-way surveys, construction staking, preparation of final construction documents, and ADA compliance upgrades. Survey On -Call SAN DIEGO COUNTY WATER AUTHORITY I SAN DIEGO, CA Mr. Nicolau's tasks included boundary, site topographic and aerial mapping services in and around SDCWA's facilities. The project team became very familiar with the Authority's processes and procedures and coordinated with V 5 the director of surveys to assure task orders were properly executed and delivered in a timely manner. CONTACTINFO PETE GOLDING, PLS pete.golding@nv5.com SurveyMapping Services EXPERIENCE..................................................................................................................................................................................... 45 years Mr. Golding brings 45 years of experience that includes a wide variety of EDUCATION projects in both land development and public works projects. He has completed B.A. Mathematics surveying projects in California, Nevada and Wisconsin, and his expertise includes hundreds of boundary retracements, many involving the Public Land LICENSES Survey System, GPS surveying, map and ALTA production, and construction Professional Land surveying. He has extensive office and field experience supporting his clients. Surveyor (CA) No. 4768 He has prepared hundreds of plats and legal descriptions. He has prepared and AFFILIATIONS been in responsible charge of many Parcel Maps, Final Maps and Records of Member, California Land Survey. He also has performed many topographic surveys by photogrammetric Surveyors Association methods, as well as by field collection methods. (CLSA) Member, International Project Experience Right-of-Way Association .................................................................................................................................................................................... . As -Needed Surveying AVAILABILITY 30% SAN DIEGO GAS & ELECTRIC I SAN DIEGO COUNTY, CA Project Manager for as -needed surveying contract and right-of-way engineering services performing approximately 600-700 task assignments annually for SDG&E Land Services Department. Tasks typically include easement alignment surveys for natural gas and electric transmission lines and distribution lines. Work products include boundary surveys, topographic surveys, aerial topographic surveys, centerline profiles, easement/right-of-way map exhibits and construction layout surveys. The work also included preparation of plats and legal descriptions for easement acquisition. Three types of easement documents were prepared: 1) Dated Docs which were typically prepared for development projects and granted easements to SDG&E over facilities to be built prior to a specific date, 2) "Exhibit A" docs which contained a non -surveyed sketch of the proposed easement and 3) Surveyed "Metes and Bounds" plats and legals which precisely identified the easements to be acquired and tied them to recoverable survey monuments for accurate future retracement. Sunrise Powerlink SDG&E I SAN DIEGO COUNTY, CA Project Manager. Mr. Golding served as Project Manager for survey and acquisition drawings for approximately 138 miles of new transmission corridors through San Diego County. The project included the subdivision of approximately 86 sections through 20 townships. Field crews recovered more than 100 GLO/BLM monuments, many from the surveys performed in the 1880s. ALTA surveys were performed on mitigation properties purchased by SDG&E, followed by filing records of survey with the county surveyor. Qualcomm Stadium Expansion CITY OF SAN DIEGO I SAN DIEGO, CA Project Surveyor. Mr. Golding served as Project Surveyor for topographic survey of Qualcomm Stadium and surrounding parking lot and facilities. Set and tied pre -marks to California Coordinate System and to existing stadium control geometry. He provided additional survey data from field shots on V 5 columns, walls and seating levels. CONTACT INFO GUILLAUME GAU, PE, GE guillaume.gau@nv5.com Geotechnical Engineer EXPERIENCE................................................................................................................................................................................... 17 years Mr. Gau's experience includes roadways, electric and gas lines, water EDUCATION pipelines, residential, commercial, schools, transportation, rail, landslide M.S. Civil Engineering remediation and forensics projects. He also provides field engineering (Geotechnical) services and laboratory supervision for the testing and inspection for concrete, M.S. Civil Engineering structural steel, masonry, soils, asphalt, and civil construction. and Construction Project Experience Management................................................................................................................................................................................... LICENSES On -Call Materials Testing and Inspection Services Civil Engineer (CA) CITY OF VISALIA I VISALIA, CA No. 70015 Geotechnical Engineer for annual on -call construction materials testing Geotechnical Engineer services for various infrastructure improvement projects comprising (CA) No. 2986 geotechnical and material testing, overlay and resurfacing (Cape Seal & Reclamite) projects, utilities projects, Independent Assurance services for AVAILABILITY federally funded projects, pavement evaluation services, and concrete 20% structures. Materials testing services covered soils, concrete, HMA, Cape Seals, reclamite, and miscellaneous testing services. Black Canyon Road SAN DIEGO COUNTY, CA Senior Engineer and Project Manager responsible for the geotechnical investigation and design of a section of roadway between the San Vicente Reservoir and adjacent Indian Reservation. Key geotechnical issues included slope stability, rock rippability, retaining wall and pavement design consisting of asphalt concrete over soil -cement base. Eastside LRT (Extension of Pasadena Gold Line) CITY OF LOS ANGELES I LOS ANGELES, CA Staff Engineer working on the installation of 2900 ft of borehole extensometers (3 points), 1500 ft of inclinometers, tape extensometers, 660 ft of observations wells to assist with an at -grade alignment of four existing bridges and a tunnel section of 1.8 miles. The work was reviewed and accepted by the City of Los Angeles and Caltrans. State Route 178 Widening Project CALTRANS I STATE OF CALIFORNIA Geotechnical Engineer for field and laboratory materials tester, plant inspector and source inspection services for the widening of SR-178. The project included grading observation, field density testing, asphalt testing and plant inspection and source inspection of 112,000 CY roadway excavation and fill placement, 62,000 CY of aggregate base and subbase and 83,000 ton HMA. Various Projects SAN DIEGO GAS & ELECTRIC I SAN DIEGO COUNTY Geotechnical Engineer for multiple projects including underground transmission lines, drilled pier foundation and gas line relocation. Key geological/geotechnical issues included deep foundations, rippability studies, V J seismic refraction surveys, horizontal directional drilling, jack and bore, retaining walls and shoring. CONTACTINFO CARL HENDERSON, PE, GE carl.henderson@nv5.com Geotechnical Engineer EXPERIENCE.................................................................................................................................................................................... 20 years Dr. Henderson has more than 20 years of experience performing EDUCATION geotechnical evaluations for a wide variety of projects, including buildings, Ph.D. Civil Engineering bridges, highways, roadways, embankments, levees, land development, and commercial and industrial facilities. He has extensive experience with M.S. Civil Engineering embankment construction and stability evaluations for many large roadway (Geotechnical) construction projects in California. Over the last 12 years, he has served as the B.S. Civil Engineering Senior Geotechnical Project Manager and Geotechnical Project Manager for some of the largest highway and bridge projects within San Joaquin County. LICENSES/ CERTIFICATES Geotechnical Engineer project Experience (CA) No. 2886 ................................................................................................................................................................................... Sperry Road Extension Civil Engineer (CA) No. 71115 CITY OF STOCKTON I STOCKTON, CA Geotechnical Project Manager. The project extends Sperry Road from AFFILIATIONS Performance Drive to 1-5. In addition, the interchange at 1-5 and French Camp Society of American Road was modified. The project consisted of extending and realigning Sperry Military Engineers Road; extending Performance Drive; realigning French Camp Road to connect (SAME) with the new Sperry Road; and making modifications to the interchange at 1-5 American Society for Civil and French Camp Road. Major structural elements included raising the grade Engineers (ASCE) along the new Sperry Road alignment up to 43 feet above ground; five (5) new bridge/overcrossings; relocation of existing Sperry Road and extension AVAILABILITY of Performance Drive; and mechanically stabilized earth retaining structures 30% along portions of Sperry Road. Atlas Tract, Reclamation District 2162 CITY OF STOCKTON I STOCKTON, CA Principal Geotechnical Engineer/Geotechnical Project Manager. Mr. Henderson provided geotechnical and materials testing services for miles of Delta levee improvements for the 360-acre Atlas Tract located northwest of Stockton. Due to the length of the levee system, different soil profiles were evaluated and three different levee configurations were constructed. The westerly perimeter levees were underlain by significant organic soil deposits and included both a water and landside bench. A Letter of Map Revision (LOMR) was issued for this project. East Cypress Corridor, Reclamation District 799 CITY OF BYRON I BYRON, CA Principal Geotechnical Engineer/Geotechnical Project Manager. Provided geotechnical evaluation services for a 2,520-acre land development with deep -water access and approximately 5.5 miles of levees in the Delta. Due to the length of the levee system, different soil profiles are being evaluated, and three different levee configurations are being considered. Various soil improvements are being considered to remediate potentially liquefiable soils. Potential improvement methods include Deep Dynamic Compaction and the V 5 Sand Compozer/Pile Method. CONTACTINFO TIMOTHY SLEGERS, PE tim.slegers@nv5.com Engineer Geotechnical En 949.585.0477 g EXPERIENCE Mr. Slegers has over 25 years of experience in geotechnical engineering and 25 years materials testing. His testing and inspection experience includes management EDUCATION of projects of all sizes and a variety of services. He is experienced in B.S. Civil Engineering geotechnical field testing, including compaction testing, observation of engineered fill, trench and wall backfill, pavement, and foundation excavations. LICENSES/ Mr. Slegers has observed ground improvement methods such as stone CERTIFICATES columns, geopiers, and mechanical stabilization using geogrid and/or Civil Engineer (CA) aggregate. No. 58653 American Concrete Project Experience Institute, Field Testing.................................................................................................................................................................................... Technician Grade I, As -Needed Materials Testing and Inspection No. 01001534 CITY OF HUNTINGTON BEACH I HUNTINGTON BEACH, CA Mr. Slegers provided project management and engineering review as contract International Code manager for a multiyear agreement to provide materials testing and special Council, Reinforced inspection for a variety of public works projects in the City of Huntington Concrete Special Beach. Services included observation and testing of street improvements Inspector, consisting of asphalt concrete reconstruction or replacement and asphalt No. 8820424 overlays. Inspection staff observed and tested full -depth reclamation of several AFFILIATIONS city streets. Projects also include the reconstruction and expansion of the City American Concrete Utility Yard, which included construction of three new buildings and renovation Institute, National of a fourth. Member AVAILABILITY Orange County Civic Center Parking Structure 70% COUNTY OF ORANGEI SANTA ANA, CA Mr. Slegers served as Project Manager for special inspection and construction materials testing services for the seismic retrofit of the existing reinforced concrete parking structure at the Orange County Civic Center. Mr. Slegers provided project management services, including review of documentation, as well as provided oversight for all testing and inspections services consisting of reinforcing steel, concrete, epoxy anchor/dowel installation, concrete test cylinders and welding inspections, among others. During the remodeling and expansion of the project, inspection staff provided special inspection in general conformance with the California Building Code and the approved construction documents. As -Needed Geotechnical Engineering and Materials Testing and Inspection Services LOS ANGELES COUNTY, CA Mr. Slegers served as Project Manager in charge of a three-year contract to provide geotechnical engineering and materials testing and inspection services N V for various projects for the County of Los Angeles. Baldwin Avenue Grade Separation, Alameda Corridor East CITY OF EL MONTE I EL MONTE, CA Mr. Slegers provided project management for geotechnical and materials testing for a grade separation at a high -traffic intersection and railroad bridge. The project included construction of retaining walls, concrete, soil compaction, and Portland cement concrete pavement. ECORP Consulting, Inc. F:vana mvvvcmi. � rnei r-rav rsrs Tom Holm, AICP Principal Environmental Analyst/Environmental Task Manager Mr. Holm offers over 35 years of diverse group management and environmental planning experience on a variety of environmental, natural resource and regulatory compliance projects. He has been actively involved in broad -based NEPA and CEQA-related projects throughout southern and central California including transportation corridors and highways, major public works and infrastructure, large master - planned communities, parks, coastal and water resources projects. Education/Certifications ■ M.A., Urban and Regional Planning, University of California, Los Angeles ■ B.A., Political Science, University of California, Irvine ■ American Institute of Certified Planners (AICP) Professional Experience Septic to Sewer Project for Multiple Streets in a Residential Area, Santa Ana, Orange County — City of Santa Ana as a Sub to Huitt-Zollars. Project Manager. The project proposes installing sewer mains and laterals and transferring existing residences and business from septic systems to the City's sewer system in the Pasadena Street/Medford Avenue/Deodar Street and Ponderosa Street neighborhood previously unserved by the City. Prepared a draft CEQA Initial Study/Mitigated Negative Declaration, supported by Air Quality/Greenhouse Gases, Noise and Phase 1 Environmental Assessments for the Project. As Needed Environmental Services, Orange County — South Coast Water District. Project Director. Supervised as -needed environmental consulting services including CEQA documentation, surveys and permitting for the District. Projects included: San Juan Creek Property Master Plan Program EIR, Groundwater Recovery Facility, MND for the GRF at 33750 Stonehill Drive in San Juan Capistrano, Victoria Wastewater Treatment Plant, PCH Bridge to Del Obispo Water Pipeline, and the Capo Beach Reservoir. Planned Community and Greenbelt Management Plan, Orange County — City of Aliso Viejo. Resources Planning Manager for the 6,000-acre Aliso Viejo Planned Community and Greenbelt Management Program, leading to establishment of the Aliso/Wood Canyon Wilderness Park in South Orange County, California. OC Loop El Cajon Regional Bikeway Segments, Orange County — OC Public Works. Supervised preparation of CEQA/NEPA documentation, cultural and biological resources reports, and location hydraulic study for segments of the 66-mile OC Loop regional bikeway/pedestrian corridor. Hermosa Beach Parking Lot D Renovation, Los Angeles County — City of Hermosa Beach. Prepared a CEQA CE with Technical Studies for a multi -benefit sustainability demonstration project that includes drought tolerant landscaping, tree planting, ADA improvements, enhanced lighting and electrical upgrades, a bicycle corral, electric vehicle charging stations, and storm water capture and retention. ECORP Consulting, Inc. e�uu, �nmr> i ni. i v mac,.r>�rs Jesus "Freddie" Olmos Senior Environmental Scientist Mr. Olmos' professional experience involves California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) analysis and document preparation for government agencies and private clients. He has prepared and managed a variety of environmental documents, including Initial Studies/Mitigated Negative Declarations (IS/MNDs), Environmental Impact Reports (EIRs), Environmental Impact Statements (EISs), Environmental Assessments (EAs), and Findings of No Significant Impact (FONSIs), including Addendum CEQA/NEPA documentation. Mr. Olmos is experienced in the bilingual English -Spanish translation of notices, documents, and handouts for CEQA and biological/cultural resources projects. Education/Certifications ■ B.A., Environmental Analysis & Design, with a minor in Urban & Regional Planning, University of California, Irvine Professional Experience On -Call Environmental Services for the City of Costa Mesa, Orange County — City of Costa Mesa. Program Manager for an on -call environmental support services contract to the City of Costa Mesa for land use development and entitlement projects, including public works projects. Tasks include the preparation of CEQA documents, review of applications for completeness, preparation of initial study checklists, evaluation of environmental setting and impacts, and the preparation or review of all technical studies associated with the environmental documents as required. Environmental Permitting and CEQA Document Processing Services, Multiple Counties — Golden State Water Company. CEQA Task Manager. Provided CEQA analysis and document preparation to assist the GSWC with environmental permitting for water supply and other projects throughout GSWC's service areas. The State Water Resources Control Board, Division of Drinking Water, served as lead agency for most of the projects. Project types included new and replacement of water tanks, water supply wells, and treatment plants. On -Call Environmental Services Contract, Riverside County — Riverside County Flood Control and Water Conservation District. CEQA Task Manager for on -call environmental services to the Riverside County Flood Control & Water Conservation District (District). Program EIR for the Sanitation Master Plan Update, Riverside and Imperial Counties — Coachella Valley Water District as a Sub to CDM Smith. Project Manager. The Master Plan provides a comprehensive capital improvement program (CIP) consisting of recommendations to refurbish existing assets, optimize operations, and satisfy projected capacity needs of all sanitation facilities (collection system including gravity pipelines, force mains, lift stations, and the five water reclamation plants [WRPsi) in a phased program to be implemented in five-year implementation phases between 2020 to 2045. Gillis & Panichopon Architects, Inc, Jack Panichapan, AIA, NCARB, LEED° AP CEO/Principal Role in the Project: As the Principal, and Project Director, he is committed to managing incoming documents, coordinating consultants and handling discrepancies to ensure accuracy in the delivery of the project personally for every client. Experience with the requirement and tasks: Mr. Panichapan has over twenty years of experience, ranging from new buildings, Years of Experience: 26 renovation, and interior design, to complete city campus master planning. Throughout Years with GPa: 16 his career, he has extensive experience in the needs assessment, site survey and ADA analysis in various type of building, such as municipal, water district corporate yard, health care facilities. and schools. Professional Architect, CA, -. 29344 Professional Architect, IL, • City of Escondido - Need Assessment, Maintenance and Water District Facility 001-018109 LEED Accredited • Mojave Water Agency - Need Assessment, New Agency Headquarters Facility, Professional and Central Operation Center -�-,caf.=n, Moulton Niguel Water District- Need Assessment on Administration Building M. Arch, 1997, • City of Westminster -Corporate Yard and Police Department, Needs Assessment Architecture, Iowa State and Site Planning University B. Arch, 1996, . City of San Gabriel - Municipal Yard Facility Architecture, Iowa State University . University of California, Irvine, Health - On -Call A/E Services • Imperial Irrigation District - Needs Assessment on Multiple Department American Institute of . City of Fullerton - Public Facilities and CNG Station Architects National Council of . City of Santa Ana - Jerome Center, Tenant Improvement Architecture Registration Board . City of Santa Ana - Santa Ana, California (Multiple projects including Fire Station and Community Center Remodel) • City of Oceanside -Pure Water Treatment Facility • Southern California Edison - On -Call A/E Services • City of Long Beach - On -Call A/E Services • Inland Empire Utilities Agency - On -Call A/E Services • Mojave Water Agency - Need Assessment, New Headquarte Facility, and Central Operation Facility, Apple Valley, CA • Southern California Edison - Volunahy Seismic and ADA Upgrades • City of Oceanside - La Salina Pump Station GM I R .me a Rage 1 Experience: Years of Experience: 19 Years with GPa: 9 Rs trcdion Registered Architect, CA, C-30250 LEED Accredited Professional E Chico Eon'. B. Arch. 2000 Architecture, University of Arizona Ptore 3ional .Ar!iliaho-, - American Institute of Architects National Council of Architecture Registration Board USGBC Orange County 91s!' °� t 111'1'1l'ci Gillis & Panichapan Architects, Inc. Vic Nguyen, AIA, LEED" AP Design Director/Project Manager Role in the Projae: is Mr. Nguyen is responsible for design presentation and quality control. With graphic, 3-D modeling and BIM expertise, he can assure quality project team coordination in every step of the design process. Moreover, he is in charge of project approvals at all stages from planning to building entitlement. Expert- ,, real I anf ana Mr. Nguyen has almost twenty years of experience, ranging from development of complex mixed use, civic, and transportation oriented projects, to highly detailed interiors of residential, retail, health care, and office environments. He has a wealth of experience working with cities and the community directly to attain consensus for a project design. • City of Oceanside -Pure Water Treatment Facility • University of California, Irvine, Health - On -Call A/E Services • Southern California Edison - On -Call A/E Services • City of Long Beach - On -Call A/E Services • Inland Empire Utilities Agency -On -Call A/E Services • Water Replenishment District of Southern California - Administration Needs Assessment and Tenant Improvement, Long Beach, CA • City of Long Beach - Municipal Urban Stormwater Treatment Facility • Southern California Edison - GO-1 Tenant Improvement • Mojave Water Agency - Need Assessment, New Headquarte Facility, and Central Operation Facility, Apple Valley, CA • Southern California Edison - Volunatry Seismic and ADA Upgrades • City of Oceanside - La Salina Pump Station • Moulton Niguel Water District - Need Assessment on Administration Building, Moulton Niguel, CA • Bellflower Somerset Mutual Water Company - Leahy Avenue Water Well Facility • City of Anaheim - Linda Vista Reservoir and Pump Station • City of Riverside - Pyrite Canyon Water Treatment Facility • Imperial Irrigation District - Needs Assessment on Multiple Department Gib R.w Page 3 Years of Experience: 27 Years with GPa: 20 Professional Architect CA, 25189 HEED Accredited Professional B. Arch, 1990, Architecture, California Polytechnic State University, San Luis Obispo Professional Affliiofions American Institute of Architects National Council of Architecture Registration Board Lm.l Gillis & Panichapan Architects, Inc. Kent Klueter, AIA, LEED' AP Project Architect Mr. Klueter is experienced in project coordination and management including developing working drawings, coordinating with engineering consultants, coordinating production of construction documents and building department, administration of the bidding process, ADA compliance, building code requirement, specification, and construction administration. Experience with the requirement and tasks: With 27 years of experiences, and 20 years with GPA, Mr. Klueter has been working with varies types of project, such as municipal, water district, police facility. corporate yard, pump station, maintenance facility, civic facilities and training center (dispatch centers and essential facility). Mojave Water Agency - Need Assessment, New Agency Headquarters Facility. • Moulton Niguel Water District - Need Assessment on Administration Building, Moulton Niguel, CA • University of California, Irvine, Health - On -Call ArE Services • Southern California Edison - On -Call A/E Services • City of Long Beach - On -Call A/E Services • Inland Empire Utilities Agency - On -Call A/E Services • Water Replenishment District of Southern California - Administraron Needs Assessment and Tenant Improvement, Long Beach, CA • City of Long Beach - Municipal Urban Stormwater Treatment Facility • Southern California Edison - GO-1 Tenant Improvement • Mojave Water Agency - Need Assessment, Central Operation Facility, Apple Valley, CA • Water Replenishment District of Southern California - Administration Needs Assessment and Tenant Improvement, Long Beach, CA • Water Replenishment District of Southern California -Advanced Water Treatment Facility - GRIP Pico Rivera. CA • Bellflower Somerset Mutual Water Company - Leahy Avenue Water Weil Facility • City of Anaheim - Linda Vista Reservoir and Pump Station • City of Riverside - Pyrite Canyon Water Treatment Facility Gfb Res,mes Page 2 DAVID VOLZ RESUME Director of Design / Senior Landscape Architect David Volz has over 30 years of experience in the design of successful public landscapes, streetscapes and parks. He has managed public design projects including the master planning, design, and construction of municipal projects for more than 100 public agencies in California. Mr. Volz has a broad base of experience focused in the development process from inception through master plan development, construction document preparation, contract administration, and on -site inspection. His extensive knowledge of landscaping materials and vegetation is often called for at commission meetings and in council reports for agencies he has served. He has comprehensive experience in storm water treatments, habitat restoration, walking trails and water conservation. He has an excellent reputation for facilitating community outreach programs for park design through the public input process. The public workshop process for park design is a concept that he always encourages. The opportunity to get first hand insights from users, neighbors, and the public in general is always beneficial in the design of public projects. Public landscape, streetscape and park project experience is Mr. Volz's design focus. Serving in various capacities from principal -in -charge to designer, he has overseen scores of award -winning projects for cities, school districts and public agencies throughout California. EDUCATION • BS, Landscape Architecture, 1981, California State Polytechnic University, Pomona • Graduate Studies, Computer Applications for Landscape Architecture, 1981, California State Polytechnic University, Pomona REGISTRATION • Landscape Architect, California #2375, 1983 • Landscape Architect, Nevada #499, 1996 • LEED Certified, 2008 • Qualified Stormwater Professional, QSD/QSP, 2015 YEARS WITH OVD: January 1997 - present MMU tawdscape Alo kl s awd Dar1x Dtawwers ROLE- Principal in charge, worked with the client to determine goals, presented on multiple occasions to the community and council/commission, and served as quality control of other professionals responsible for delivering concept plans and construction documents. VALLEY VIEW MEDIANS Client: City of Cypress The lawn and aging irrigation system along this important thoroughfare will be redesigned. David Volz Design will prepare the plans for a bold and exciting stmetscape with a water saving plant palette and a law maintenance irrigation system. Client Contact: Nick Mangkalakiri, Senior Civil Engineer, (714) 754-5291, nmangkal@cypresscagov BALBOA BOULEVARD LANDSCAPE ENHANCEMENTS Client: City of Newport Beach The emphasis of the project was to enhance the pedestrian experience and to install interesting plants to create a beautiful tree -shaded boulevard with a subtle tropical, beach -oriented feel. Client Contact/Title: Iris Lee. Senior Civil Engineer, (949) 644-3323, ilee@newportbeach.gov BEACH BOULEVARD MEDIANS Client: City of Stanton Beach Boulevard is a main thoroughfare in Stanton running for 3 miles, the entire length of the city. The design team coordinated with Caltrans and city departments for the median landscape improvements, creating a bold statement. Client Contact Jim Box, City Manager (714) 379-9222 x277, jbox@ci.stanton.ca.us WASHINGTON BLVD & 1-5 ON RAMP Client: City of Commerce The City desires to install aesthetic improvements at the 1-5/Washington Boulevard interchange. primarily consisting of landscaping, bridge painting, and a monument sign. Client Contact: Maryam Babaki, Director Public Works, (323) 722- 4805 Ext 2337, mbabaki@ci-commerce.caos GARY VASQUEZ RESUME Director of Design / Senior Landscape Architect Gary Vasquez provides senior design leadership as a result of 20 years of experience designing multi- faceted projects throughout California. His design abilities have proven to be not only innovative and unique, but award -winning. He will work under the direction of David Volz providing creative design solutions to the challenges and opportunities that arise. Mr. Vasquez has provided high quality project management on many of our firms' most successful and highly acclaimed park projects. Mr. Vasquez is a key figure in our community outreach program. He successfully integrates the ideas generated through the public input process to create the master plan. This dedication to ensuring the community's input has led to extremely successful projects. He has extensive experience in the development process from inception through master plan development, construction document preparation, contract administration, and on -site inspection. He ensures adherence to established project budgets, schedules and cost agreements. His expertise in concept development graphic illustration techniques and project planning. His broad knowledge of construction detailing, planting design and irrigation equipment anchor his approach to high quality project delivery. EDUCATION • MLA, Landscape Architecture, 1989 California State Polytechnic University, Pomona • BS, Ornamental Horticulture, 1986 California State Polytechnic University, San Luis Obispo REGISTRATION Landscape Architect, California, #3883, 1992 ACCOMPLISHMENTS Design of the Year Award, APA 2010 SKILLS AutoCAD, Adobe PhotoShop, Microsoft Office YEARS WITH DVD September 1997-present 0):qw� i-a-dswpE Ar tteats a1.0 Park Plzt n s ROLE: Director of Design, worked extensively on the development process from inception through master plan development, construction document preparation, contract administration, and on -site inspection. He managed the project to ensure adherence to established project budgets, and schedules. TURF MEDIAN REPLACEMENT Client: City of Norwalk This EEMP grant funded project included the removal of turf and replaced with low water use and drought tolerant plantings within medians and side panels. Client Contact: Christine Roberto, Public Services Manager, (562) 929-5708, croberto@nomalkca.gov WASHINGTON BLVD & 1-5 ON RAMP Client: City of Commerce The City desires to install aesthetic improvements at the 1-5/Washington Boulevard interchange, primarily consisting of landscaping, bridge painting, and a monument sign. Client Contact: Maryann Babaki, Director Public Works, (323) 722-4805 Ext 2337, mbabaki@ci.commerce.ca.us DIAMOND BAR BOULEVARD / GRAND AVENUE STREETSCAPE Client: City of Diamond Bar Cut steel panels, big timber rails, detailed crosswalks and sidewalks, and a foothill landscape design give great character to the main thoroughfare and hearken back to the ranchland history. Client Contact/Title: Bob Rose, Director of Community Services, (909) 839-7061. b rose@d iamond barca.gov HARBOR BOULEVARD IMPROVEMENTS Client: City of Costa Mesa A main commercial thoroughfare just off the 405 freeway and gateway into the city, street improvements were designed to enhance the overall experience of the street whether by driving in a car or walking through the commercial district on the sidewalk. Client Contact/Title: Baltazar Mejia, Senior Engineer, (714) 754-5291, baltazacmejia@costamesaca.gov PAUL CASSAR RESUME Project Designer Paul Cassar has more than 13 years of experience in landscape architecture working on projects for yf' public agencies. His design expertise ranges from recreational . / parks to streetscapes, school sites, as well as city design guidelines. A benefit to Mr. Cassar's design ability is his attention to detail and his knowledge of playground design, the latest construction practices and materials, ADA accessibility concerns, and his experience in the installation of hardscape, softscape, and irrigation systems. He brings field investigation, research, and communication experience to each of our projects. Mr. Cassar has been a key figure at DVD in coordinating design development plans and carrying them through construction drawings. He is known for his ability to collaborate with a variety of clients, architects, engineers and designers and to successfully manage projects from beginning to end. He ensures adherence to established project schedules and cost agreements, and monitors production for delivery of the highest quality products to clients. He cooperates well with staff, clients, and agencies to create successful products and works closelywith contractors during construction. He is typically responsible for plan checking to ensure the successful completion and delivery of projects. 311140AVINIJ BS, Landscape Architecture, 2005 California State Polytechnic University, Pomona SKILLS Adobe InDesign, Adobe Creative Suite, Sketch up, AutoCAD, Microsoft Office YEARS WITH DVD: November 2005 - present DYMEW UxDonm tAndsc"t A.hik%c a.xl Park Ptah o; ROLE: Project Designer, worked extensively on the development process from inception through master plan development, construction document preparation, contract administration, and on -site inspection. He managed the project to ensure adherence to established project budgets, and schedules. RECENT PROJECT EXPERIENCE TURF MEDIAN REPLACEMENT Client: City of Norwalk This EEMP grant funded project included the removal of turf and replaced with low water use and drought tolerant plantings within medians and side panels. Client Contact: Christine Roberto, Public Services Manager, (562) 929-5708, c roberto@nomalkca.gov MILES AVENUE TURF REDUCTION Client: City of La Quinta The new street median island landscape along Miles Avenue will set a precedent for a new beautiful water thrifty and desert efficient landscape. Client Contact/Title: Nick Nickerson, Project Manager, NAI Consulting, (760) 323-5344, nn ickerson@nai consu Iti ng.com BEACH BOULEVARD MEDIANS Client: City of Stanton Beach Boulevard is a main thoroughfare in Stanton running for 3 miles, the entire length of the city. The design team coordinated with Caltrans and city departments for the median landscape improvements, creating a bold statement. Client Contact: Jim Box, City Manager (714) 379-9222 x277, jbox@ci.stanton.ca.us BALBOA BOULEVARD LANDSCAPE ENHANCEMENTS Client: City of Newport Beach The emphasis of the project was to enhance the pedestrian experience and to install interesting plants to create a beautiful tree -shaded boulevard with a subtle tropical, beach -oriented feel. Client Contact Fitle: Iris Lee, Senior Civil Engineer, (949) 644-3323, ilee@newportbeach.gov CONTACTINFO LUANNE BEAN, PE luanne.bean@nv5.com 949.585.0477 Construction Management Support EXPERIENCE Ms. Bean has more than 30 years of experience in the design and management 30 years of water and wastewater projects. Her technical skills include structural analysis EDUCATION and design, mechanical analysis, instrumentation and control, the preparation of M.S. Civil Engineering plans, specifications and cost estimates, as well as construction management. She has held various positions with many public agencies, including the Long B.S. Civil Engineering Beach Water Department, Victor Valley Wastewater Reclamation Authority, Indio LICENSES Water Authority, Metropolitan Water District, and FEMA. Ms. Bean's technical Civil Engineer (CA) experience includes large-scale public works projects for capital improvement No. 50129 programs, including construction oversight, contract administration, document control, cost and schedule control, quality control, structural analysis, and design. REGISTRATIONS FEMA OPS - I Project Experience HAZMATFirst ................................................................................................................................................................................... Responder/Operations Santa Ana Station Refurbishment Level MESA WATER DISTRICT DOT Offers of Bulk and Construction Manager. Ms. Bean is overseeing the construction management Non -Bulk HAZMAT and inspection services for the Santa Ana Station Refurbishment project, which Packages requires three 16-inch valves to be replaced. MWD is installing upgraded controls Nuclear Waste Safety to plug valve actuators, changing out the controls to clay valves, and changing for Workers the pressure -relief system, which will put the valve outside to a new pre-fab overflow vault to replace the existing one. In addition, a new driveway approach AVAILABILITY and parking pad will be constructed and coordinated with the City of Costa Mesa. 30% Edgewater Sewer Lift Station Replacement CITY OF HUNTINGTON BEACH I HUNTINGTON BEACH, CA Construction Manager. Ms. Bean is overseeing the construction management and inspection services of the replacement of the Edgewater Sewer Lift Station. The project consists of the abandonment and demolition of an existing sewer lift station, and construction and installation of a new 1,000- gpm submersible sewage lift station and force main. The project also includes installation of new gravity sewer, storm drain, water main, and site restoration. The project is complicated with contaminated groundwater and deep excavations, requiring special shoring methods to control groundwater and limit settlement due to groundwater pumping. Long Beach Water Department Emergency Project LONG BEACH WATER DEPARTMENT I LONG BEACH, CA Construction Manager. Ms. Bean oversaw the construction management and inspection services for the completion of an emergency project for the Long Beach Water Department. The project provided LBWD a connection to the Los Angeles County Sanitation District's (LACSD) reclaimed water pipeline. While initially being constructed by a different contractor under the jurisdiction of LACSD, after construction was underway, LACSD's Contractor abandoned the project and LBWD agreed to take over the work. Work involved construction of additional 25-foot-deep shoring within 5 feet of the operational LACSD operational plant. Managing high groundwater along with keeping the V 5 existing plant operational during construction were just a few of the important construction missions to accomplish. CONTACTINFO PETER SALGADO, PE 949.585.04 o@nv5.com Construction Management Support sas.58s.oa77 g EXPERIENCE With more than 20 years of experience, Mr. Salgado has managed and 20 years delivered a variety of public works projects, including street improvements, EDUCATION vertical construction and tenant improvements, parks and landscaping improvements, and water, sewer and storm drain improvements. Working with B.S. Civil Engineering a variety of agencies, he is thoroughly familiar with local, state and federal LICENSES procedures. Civil Engineer (CA) No. 63159 Project Experience AVAILABILITY 20% University Drive Widening (Campus to MacArthur) CITY OF IRVINE I IRVINE, CA Project Manager. Mr. Salgado is currently overseeing our construction management and inspection team for the University Drive Widening (from Campus Avenue to MacArthur Boulevard) project, which includes parkway improvements, street improvements, storm drain improvements, water improvements, and landscape and irrigation for the adjacent bike trail. Our services include bid management, construction management, daily inspection services, and project closeout. The project consists of traffic control, unclassified excavation, unclassified fill, construction of PCC curb ramps, median curb, curb and gutter, sidewalk, crack sealing, uniform depth cold milling, asphalt base course, asphalt concrete surface course, adjusting utility manholes and valves to grade, installation of traffic signs, striping, pavement markings and raised pavement markers, installation of new traffic signals, traffic signal modifications, SCE coordination and installation of new streetlight infrastructure, storm drain installation, landscaping, irrigation system, and water quality BMPs. Placentia Avenue Rehabilitation CITY OF PLACENTIA I PLACENTIA, CA Construction Manager. Mr. Salgado managed the construction management, inspection, labor compliance and funding oversight services for this federally funded project. The project rehabilitated Placentia Avenue from Chapman Avenue to Ruby Drive and included removal and replacement of asphalt, improvements to curb and gutter, sidewalks, installation of new traffic loops and pedestrian signaling, adjusting manholes to grade, and signing and striping. Trabuco Road Street Resurfacing CITY OF LAKE FOREST I LAKE FOREST, CA Construction Manager. Mr. Salgado managed this 1.5-mile, federally funded (ARRA) street improvement project. Scope of work included cold milling; reinforcement fabric installation; asphalt overlay; construction of curb, gutter and sidewalk; and removal and replacement of existing asphalt. Golden Lantern Roadway Widening CITY OF LAGUNA NIGUEL I LAGUNA NIGUEL, CA Construction Manager. Mr. Salgado managed this 1.7-mile, $5.5M roadway improvements and widening project that required extensive utility coordination for the relocation and adjustment of several facilities, as well as coordination N V 5 with surrounding schools to alleviate potential traffic impacts. CONTACT INFO PEDRAM ABBASSI, LEED AP BD+C, QSP, CESSWI .abbassi@ nv5.co Construction Management g Cttion Mement Support pport 949.585.0477 ................................................................................................................................................................................. Mr. Abbassi has successfully completed several small- and large-scale public EXPERIENCE works improvements projects. His skills in the development of project control 17 years procedures and methodologies for cost and schedule control have been EDUCATION implemented on several recent large-scale projects. Mr. Abbassi has accrued B.S. Civil Engineering more than 17 years of construction industry experience, demonstrating his expertise in a range of responsibilities. LICENSES LEEDAP BD+C Project Experience Qualified SWPPP Practitioner Walnut Pump Station Building Upgrades Certified Erosion, CITY OFSANTA ANA I SANTA ANA, CA Sediment and Storm Construction Manager. Mr. Abbassi acted as staff for the City of Santa Ana and Water Inspector oversaw the $6M upgrades of the Walnut Pump Station. AVAILABILITY 3rd Street Traffic Calming Project (Birch Street to Spurgeon Street) 40% CITY OF SANTA ANA I SANTA ANA, CA Construction Manager. Mr. Abbassi acted as staff for the City of Santa Ana and oversaw the traffic -calming street improvement in the Santa Ana downtown area. The project included AC pavement, PCC sidewalk, PCC curb ramp, PCC curb and gutters, AC DIKE traffic circle, brick paver band, adjusting manhole, water valve, and pull box frame/cover to grade, constructing new median with landscaping, signing and striping, furnishing and installing bike racks, furnishing and installing bench, and installing tree grates and wayfinding markers in downtown sidewalks. Santa Ana Stadium Structural Concrete Repair CITY OF SANTA ANA I SANTA ANA, CA Construction Manager. Mr. Abbassi acted as staff for the City of Santa Ana and oversaw the $1.5M repair of the Santa Ana Stadium. The structural concrete retrofit included the design and installation of temporary support, replacement of the parapet wall and degraded beams with 4,000 PSI concrete, sandblast rebar and applying rust inhibitor, corrosion -related spall repairs, cracks epoxy injection, U-shaped galvanized plate at post, and joint seal with backer rod. Complete interior remodeling of the media box included drywall, epoxy floor, fixtures, door and locks. Former YMCA Building Materials Abatement & Environmental Remediation CITY OF SANTA ANA I SANTA ANA, CA Construction Manager. Mr. Abbassi acted as staff for the City of Santa Ana and oversaw the materials abatement and environmental remediation of the YMCA building. It included the abatement of asbestos -containing materials (AGMs), asbestos -containing construction materials (ACCMs), and assumed ACMs that may be disturbed in association with upcoming renovation or demolition activities for structures associated with the Young Men's Christian Association (YMCA) Building Renovation Project. Four structures are planned for renovation or demolition, including main building, southwest building, concrete block building, and the handball courts per South Coast Air Quality Management District (SCAQMD) Procedure 5 (PS) Plan. Appendix ATTACHMENT 3-I: NON -COLLUSION AFFIDAVIT CERTIFICATIONS NON -COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding, that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that making a false certification i�YAubject the certifier to criminal prosecution. Signed State of California County of Orange Subscribed and sworn to (or affnned) before me on this 19 day of Nov. , 2019, by Jeffrey M. Coope_r, PE, proved to me on the basis of satisfactory evidence to be the persons) who appeared before me. Notary Public Signature 11/' t0. Gka�_4I\k/ C Me&f,48 of Santa Ana Page A3-1 Notary Public Seal 11W CALIFORNIA JURAT WITH AFFUINT STATEMENT GOVERNMENT CODE § 8202 7 See Attached Document (Notary to cross out lines 1-6 below) J See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) of D&ument Signer No. I Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the Individual who signed the document to which this certificate Is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of MARIA GUADALUPE MESTAS Notary Public -California a Orange County COMM'55i0n 2I1114' My Comm. Expires May 8, 2021 Seal Place Notary Seal Above Subscribed and sworn to (or affirmed) before me on this J 1 day of n 20_jT_ by Date Monfh Year (and (2) ). Name(s) of Signers) proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. • I Signature Signature of Note q Public 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: #,�CoPL era Document Date: Number of Pages: _L_ Signer(s) Other Than Named Above: :z<:zx_:cic>cu,u;c:Ex_.cxtY=cx<,r:ca;cr=c.�:cu�c�c,�;c.c:cecx:r.c.c.cccc.Y�x=cu.ezx=c,�;c.u.�c.ux=cx:c�.ux_:cc:�,�x_x.�,�t.u,��v 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5910 Appendix ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION CERTIFICATIONS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: 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 of a Member of Congress in connection with the awarding of any federal contract, the snaking of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. 2. If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence any officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned shall complete and submit a "Disclosure of Lobbying Activities". This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such sub recipients shall certify and disclose accordingly. Firm NV5, Inc. Signed and Printed Name: r/r0 t ,% Jeffrey M. Cooper, PE Title Director of I November 8, 2019 City of Santa Ana RFP Page A3-2 Appendix ATTACHMENT 3-3: NON-DISCRIMINATION CERTIFICATION CERTIFICATIONS The undersigned consultant or corporate officer, during the performance of this contract, certifies as follows: 1. The Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of the Consultant, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Consultant shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Consultant's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Consultant shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Consultant may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 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 the Consultant becomes involved in, or is tlu•eatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: 7110,11 Title: LYlrector of Infrastructure Finn: NVS, Inc. Date: November 8, 2019 City of Santa Ana RFP Page A3-4 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is tlu•eatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: C oa p Title: Principal Finn: BSE Engineering Date: 11 /11 /2019 City of Santa Ana RFP Page A3-4 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such personsI as provi din Section 1420, and any consultant of public works violating this Section is subj ehe pen t' s i os for a violation of the Chapter. Signed: G Title: Brant A. Brechbiel, Vice President/Chief Contracting Officer Firm: ECORP Consulting, Inc. Date: 11/11/2019 City of Santa Ana RFP Page A3-4 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. ssI Signed: / = Title: Principal/CEO Finn: Gillis & Panichapon Architects, Inc. Date: City of Santa Ana RFP Page A3-4 by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Consultant becomes involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such direction by the administering agency, the Consultant may request that the United States enter into such litigation to protect the interests of the United States. S. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any consultant of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter. Signed: @ Title: President Finn: David Volz Design Landscape Architects, Inc. Date: 11/1 I/2019 City of Santa Ana RFP Page A3-4 EXHIBIT C Fee Schedule Effective January 1, 2020, through December 31, 2020. If contract assignment extends beyond that date, a new rate schedule will be added to the contract. ENGINEERING SERVICES HOURLY RATE Principal $230 Project Manager $170 Quality Assurance Manager $160 Senior Engineer $160 Project Engineer $130 Assistant Engineer $120 Designer $110 Engineering Technician $90 CADD Drafter $90 Administration $90 SURVEY HOURLY RATE Project Assistant $85 CADD Technician 1 $105 CADD Technician II $115 CADD Technician III $125 Sr. CADD Technician/Designer $140 GIS Technician 1 $105 GIS Technician II $115 GIS Analyst $130 Senior GIS Analyst $160 Junior Surveyor $124 Assistant Surveyor $144 Associate Surveyor $165 Senior Surveyor $183 Manager $204 Associate $287 Principal $258 1-Person Survey Crew* $154 2-Person Survey Crew* $272 3-Person Survey Crew* $335 REIMBURSABLE EXPENSES COST Reproduction Cost Consultant Services Cost + 15% Automobile Transportation $.54 per mile Delivery, Freight, Courier Cost Agency Fees Cost Commercial Travel Cost NV5 FEE SCHEDULE CITY OF SANTA ANA PUBLIC WORKS AGENCY Geotechnical Services and Materials Testing & Inspection Services Personnel Rate Asphalt/Concrete Soil Technician — Groupl 105 r. Certified Welding Inspector (AWS/CWI) — Group 2 110 /hr. ICC Fireproofing — Group 2 $ 110 /hr. Proofload/Torque/Ground Rod/ Moisture Dome Testing — Group 2 $ 110 /hr. Batch Plant Inspector- Group 2 $ 110 /hr. ICC Certified Structural Steel Inspector— Group 2 110/hr. Masonry/Shotcrete Inspector — Group 2 $ 110 /hr. ASNT Level II Non -Destructive Testing — Group 3 $ 115 hr. Ground Penetrating Radar $ 150 /hr. Concrete Coring (Equipment + Technician) $ 160/hr. Sample Pick -Ups $ 50 ea. Interim or Final Report $ 355 ea. Administrative Staff $ 90 /hr. Staff Engineer/Geologist $ 115 hr. Senior Staff Engineer/Geologist $ 125 /hr. Project Engineer/Geologist $ 150 /hr. Senior Engineer/Geologist $ 160 /hr. Associate Engineer/Geologist $ 175 hr. Principal Engineer/Geologist $ 200/hr. Laboratory Testing Rate Asphalt Concrete Asphalt Mix Design Review $ 300 ea. Hveem Stability & Unit Weight $ 195 ea. Marshall Stability, Flow & Unit Weight (3 ea) $ 210 ea. Maximum Theoretical Unit Weight (Rice) $ 100 ea. Extraction - Ignition Oven (including gradation) $ 200 ea. Percent Swell $ 100 ea. Unit Wt Compacted Sample (Specific Gravity) $ 85 ea. Unit Weight Sample Requiring Compaction $ 140 ea. Aggregates Absorption Test, Coarse Aggregate $ 60 ea. Absorption Test, Fine Aggregate $ 60 ea. Clay Lumps & Friable Particles $ 115 ea. Cleanness Value $ 130 ea. Crushed Particles, Percent $ 165 ea. Durability Index, Coarse Aggregate $ 120 ea. Durability Index, Fine Aggregate $ 120 ea. Organic Impurities in Sand $ 80 ea. GEOTECHNICAL SERVICES AND MATERIALS TESTING AND INSPECTION (CONT.) Sieve Analysis Coarse Aggregate $ 95 ea. Sieve Analysis Fine Aggregate (includes Wash) $ 125 ea. Sodium Sulfate Soundness (5 cycle test per primary size) $ 365 ea. Specific Gravity, Fine Aggregate $ 130 ea. Specific Gravity, Coarse Aggregate $ 110 ea. Unit Weight (per cubic foot) Voids in Aggregate $ 70 ea. Structural/Reinforcing Steel H. S. Bolt Conformance— Bolt, Nut & Washer (DSA) $ 350 ea. Mechanically Spliced Reinforcing Steel $ 115 ea. Mechanical Tests, Hardness Test, Rockwell $ 70 ea. Prestressed Steel, Tensile Test, Strand (7-wire) $ 160 ea. Reinforcing Steel, Tensile Test —<No. 11 Bar $ 80 ea. Reinforcing Steel, Tensile Test —>No. 12 Bar $ 95 ea. Reinforcing Steel, Bend Test $ 80 ea. Spray -applied Fireproofing Density Tests $ 75 ea. Structural Steel, Tensile — Up to 200,000 lbs. $ 80 ea. Structural Steel, Bend Test $ 75 ea. Welded Specimens, Tensile Test $ 125 ea. Masonry Absorption Test, Brick $ 70 ea. Compression Test, Composite Prism $ 145 ea. Compression Test, Brick $ 50 ea. Compression Test, Blocks $ 80 ea. Compression Test, Cores $ 75 ea. Compression Test, Grout / Mortar $ 30 ea. Masonry Block Conformance $ 575 ea. Modulus of Rupture, Brick $ 50 ea. Moisture as Received, Brick $ 50 ea. Saturation Coefficient Brick $ 55 ea. Unit Weight & Absorption, Block $ 60 ea. Efflorescence, Block or Brick Only $ 55 ea. Linear Shrinkage $ 130 ea. Masonry Core Shear Test $ 100 ea. Soils Chloride Content of Soil $ 80 ea. Consolidation (up to 9 loads) $ 340 ea. Direct Shear (undisturbed ring specimens) $ 255 ea. Direct Shear (remolded specimens) $ 295 ea. GEOTECHNICAL SERVICES AND MATERIALS TESTING AND INSPECTION (CONT.) Expansion Index $ 160 ea. Laboratory Compaction Test (Moisture Density Relation— per curve) $ 165 ea. Laboratory Compaction w/Rock Correction $ 210 ea. Moisture Content / Dry Density $ 40 ea. Plasticity Index/Liquid Limit (Atterberg Limit) $ 145 ea. R-value (minimum 3 points) $ 275 ea. Resistivity & pH of Soil $ 175 ea. Sand Equivalent $ 95 ea. Sieve Analysis $ 165 ea. Sulfate Content of Soil $ 80 ea. Thermal Resistivity Testing $ 500 ea. Concrete Compression Test, 4x8 Cylinder $ 27 ea. Compression Test, 6x12 Cylinder $ 29 ea. Compression Test Gunite / Shotcrete Panels, 3 Cores/Panel) $ 325 ea. Compression Test, Core (incl sample prep) $ 80 ea. Compression Test, Lightweight Concrete Fill $ 50 ea. Compression Test, Non -shrink Grout Cubes $ 50 ea. Concrete Flexural Test $ 85 ea. Concrete Mix Design (revision or review) $ 300 ea. Drying Shrinkage (3 specimens — 28 days) $ 350 ea. Modulus of Elasticity, Static $ 125 ea. Splitting Tensile Strength $ 100 ea. Unit Weight, Lightweight Concrete Fill $ 80 ea. General Conditions for Testing and Inspection Rate Determination - The above quoted personnel rates are based upon a multiplier of the hourly rate determined br the General Prevailing Wage Determinations for Building/Construction Inpsectors and Field Soils and Material Testers, in effect as of this date (Determination SC-23-63-2-2019-1D). Should the Prevailing Wage rate change after the nest issue date our rates may change based upon the Prevailing Wage rate in effect at that time, but will maintain the same multiplier. Testing Samples - r1 preparation charge will be added to all samples submitted to the laboratory that are not ready for testing. There will be a 50% premium charge for "RUSH/PRIORITY" testing. GEOTECHNICAL SERVICES AND MATERIALS TESTING AND INSPECTION (CONT.) Scheduling - A minimum of 24 hours' notice is requested to schedule personnel. If less than 24 hours' notice is provided on a cancellation, a cancellation charge of 2 hours may be assessed. Overtime Rates - Rates are based on an 8-hour workday between the hours of 7:00 a.m. and 3:30 p.m., Monday through Friday. Work outside of these hours or in excess of 8 hours in one day or over 40 hours in one week will be charged a premium of 1.5 times the quoted rates. Work over 12 hours in one day or over 8 hours on the 7th consecutive day or worked holidays will be charged at 2.0 times quoted rates. Minimum Charges - Hours will be charged portal-to-portal from our closest office. For inspection call -out between 0 and 4 hours a minimum charge of 4 hours will be applied. Eight hours will be charged for work performed over 4 hours up to 8 hours. A 4-hour minimum charge shall apply to all cancellations after inspector has been dispatched. Holidays - The following holidays are observed: Nmv Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day after Thanksgiving and Christmas Day. Should a holiday fall on Saturday or Sunday, the closest previous or following regular workday will be observed for the holiday. Outside Services / Subconsultants - Cost plus 10% will be charged for any work not directly performed or for any materials procured. Travel/Room/Board - All associated cost associated with the travel/room/board of personnel within fifty (50) mile radius of the project site to the location of the plant/shop to be responsibility of the firm. If the Agency has approved, then the Department will reimburse mileage at the current federal reimbursement rate for inspection services provided at a plant/shop which is located more than 50 miles and less than 100 miles from the project site - firm is responsible for other direct and indirect travel cost including room/board. All cost are to be presented and approved by the Agency prior to performance of inspection with such travel cost. BSE Engineering, Inc. 10680 Treena Street, Suite 100, San Diego, CA 92131 tel858.800.6000 fax 858.800.6001 www.BSEengineerinecom California Professional Engineers M29400 / E13353 BSE ENGINEERING BSE Engineering 2020 Hourly Rate Schedule Principal Engineer................................................................ $ 230.00 Senior Associate Engineer .................................................... $ 200.00 Associate Engineer............................................................... $ 180.00 SeniorEngineer.................................................................... $ 165.00 Project Engineer................................................................... $ 140.00 Engineer II............................................................................ $ 127.00 EngineerI............................................................................. $ 115.00 Senior Designer.................................................................... $ 127.00 DesignerII............................................................................$ 95.00 DesignerI..............................................................................$ 80.00 SeniorCAD............................................................................$ 87.00 CADII.....................................................................................$ 70.00 CADI......................................................................................$ 65.00 Senior Administrator.............................................................$ 85.00 AdminII.................................................................................$ 70.00 AdminI..................................................................................$ 58.00 0 ECORP Consulting, Inc. eN VIRONMF:N'rAL C'UNSLL I'AN'I S ECORP Consulting, Inc. Schedule of Hourly Fees Position Principal/QA/QC Manager Hourly Rate $220.00 Principal Environmental Analyst/Project Manager $210.00 Senior Environmental Planner $175.00 Senior Scientist Air Quality/GHG/Noise $150.00 Staff Environmental Planner $130.00 Associate Environmental Planner $115.00 Assistant Environmental Planner $95.00 Principal Biologist $185.00 Senior Biologist $145.00 Staff Biologist $120.00 Associate Biologist $105.00 Assistant Biologist $90.00 Biological Technician $80.00 Principal Cultural Resources Specialist $185.00 Senior Cultural Resources Specialist $145.00 Staff Cultural Resources Specialist $120.00 Associate Cultural Resources Specialist $105.00 Assistant Cultural Resources Specialist $90.00 Cultural Resources Technician $80.00 Senior GIS/CADD Specialist $145.00 GIS/CADD Technician $100.00 Project Accountant/Contracts $105.00 Technical Editor $115.00 Word Processor $95.00 Clerical $95.00 Expense Reimbursement/Other: 1. Reproduction, equipment and other direct expenses are reimbursed at cost plus a 14-percent administrative handling charge (excluding mileage and per diem). 2. Subcontractor expenses are reimbursed at cost plus a 12-percent administrative handling charge. 3. Mileage is reimbursed at the current IRS rate. 4. Rental vehicles will be charged at the current standard daily rate, typically $100 per day. 5. Per Diem, depending upon geography, may be charged if overnight stays are required. 6. Expert Witness Testimony, including Depositions, is billed at time and a half. 7. Hourly rates will escalate at a rate of 3% per annum. Gillis & Ponichapon Architects, Inc, We propose to furnish the services based on the hourly billing rates listed below for the services associated with this project. Often we propose an "hourly not to exceed" contract at the beginning of our process. Below is a schedule of hourly billing rates. We tailor our scope and subsequent fee proposals to accommodate the scope of work realizing that there is latitude in both parameters to be discussed during the contract negotiation. These rates we propose will be valid for the contract duration. SCHEDULE OF HOURLY BILLING RATES ARCHITECTURE Principal ................................... 185 Project Director .......................... 155 Project Architect ......................... 135 Job Captain ............................... 95 CADTech ................................... 85 Clerical.............................. .....,65 CONSULTANTS When additional consultants are needed, we will be the primary point of contact and the team leader. Our contract will include and convey all consultant fees and contracts as a subcategory of our fee and services. Consultant fees will be charged with an additional 15% management and coordination fee. i'JPATJ RSAB LE3 In our contract we often have a reimbursable allowance. This reimbursable allowance covers fees beyond general B&W printing fees on standard ledger or tabloid size paper, Government fees, delNery costs (such as United Parcel Service charges), and the costs of special sized prints/ reproductions are not Included in our fee. These items are "reimbursable" items and will be shown separately on our invoice with a 10% coordination fee. List of reimbursable charges and rates: Printing Reimbursable Package and Shipment rates MILEAGE price range between 0,10 - 4.25 per sf depending on printing type and paper UPS services fee depend on package weight and distance GPa bases our standard mileage rates for the use of a vehicle such as a car, van SUV or pickup will be: 58 cents per mile for business miles based on State of California Employers Associofim 2019 Mileage Reimbursement Rates Effective January 1, 2019. GrcI�r .l HOURLY RATE SCHEDULE Z1 i-a'41Wpe AIKtwL amd fart¢fap M, David Volz Design hourly rates are inclusive of direct costs such as vehicle usage and mileage, equipment usage (including computers). Printing, copying, and sub -consultant expenses will be billed at cost plus fifteen percent. Printing prepared in-house will be provided at market rates plus mark-up. Hourly rates are valid for length of initial 2-year term contract. Principal- in -charge $220 / hour Senior Landscape Architects/ Director of Design $193 / hour Licensed Professional $155 / hour Project Managers $135 / hour Project Designer/ CADD Technicians $121 / hour Administrators $110 / hour REIMBURSABLES - IN HOUSE PRINTING Date Bond (BW Bond (Color) Letter 11x1T Phota (Color) 24x36 30x42 24x36 I 3Dx42 I WIN I Color I B Color I24x361 1- 130x42 Description Description ADMIN USE ONLY Total Sheets x Unit Price $ 4.50 $ 6.00 $ 10.D0 $ 15.00 $ 0.15 $ 1.50 $ 0.55 $ 2.75 Total Subtotal = 15% RVU m Total to be billed: $ CERTIFICATE OF LIABILITY INSURANCE DATE (MMMONM) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIATE HOL 4IZUZU FICIS 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) REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. , AUTHORIZED Ir me COMIncate holder Is an ADDITIONAL INSURED, the POlicy(ies) must 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 endomement(s). PRODUCER Cavignac & Associates 450 B Street, Suite 1 Boo San Diego CA 92101 INSURED NV5, Inc. 163 Technology Drive Suite 100 Irvine, CA 92618 COVERAGES CFRTIFIf eTc Mllaroee..—...- -----•-•-•••••••�.�. ,aco0•sr yr REVISION NUMBER: THIS IS 70 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 CERTIFICATE MAY AYBE SUEDO OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 70 WHICH THIS ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH O POLICIES. LIMITS NSR SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TA A TYPE OF INSURANCE X R POLICY NUMBER POLICY EFF MMAID POLICY EXP MAN D LIMITS COMMERCIAL GENERAL LIABILITY Y 805]040530 s1=0 CLAIMS -MADE � OCC / 511M21 EACH OCCURRENCE E1,000.000 MI 5igagmMol S1,D0a000 X Cmss UabSeNn V/ X W DWmt1bla f 15,O0D MED EXP M one rsan GENL AGGREGATE LIMB APPLIES PER PERSONALBAOVtWuRY $1,0oo= GENERAL AGGREGATE II 2.000,DDo X O a LOC :XICY JE(T OTr�R: PRODUCTS - COMP/OP AGG $2,DDD,000 Sro Ga LiaMli $1,000,000 B AOTOYOB LMBILm' Y a05 W5]5 X s1rM20 s1/M21 C MBIN I L IT S ANY AUTO / / ' nt D L/ s� BODILY eMURY (Per Dason) f AUTOS AUTOS NON OWNED BODILY INJURY(Pw acd wq E HIRED AIII'OS AUTOS PROPERTY DAMAGE S C X UMSRELLALIAB X OCCUR CUFEO)6054554 SM0020 511r1021 S EXCESS LIAR CLAMS -MADE EACH OCCURRENCE S20,W0,0110 DED X RETENTION AGGREGATE $20,000,OW S D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN Y,CBSl0A0558 slam 5nmi X R TN ANY PROPRIETORMARTNERIE%ECUTnIE EL EACH 000 §1000 OFFICER0EMSER EXCLUDEDT ❑N nlandltwy In NN) NIA ELOSEASE-EA EMPLOYE f1,000,000 a yyaass dexnbe undx DESCR IPTK)N OF OPERATIONS bd E.L DISEASE -POLICY LIMB S 1,00 E Pm $--W PDMu0. WhI ty AEC90�819501 st/2020 511/N21 EMn CM,m Aggregate S10"ODD00 I E20.000.000 DESCRIPTION OF OPERATIONS I LOCATIONS / VENICLES (ACORD tat, AddlBonal Ramerte SDhadulIvegulrytl) Re: On -Call Water Resources. Additional Insured coverage applies to General Liabila.mryityba andatMAutomobilechAdIfmonap¢a Liability for City of Santa Ana, its officers, employees, agents and representatives per policy form. ExcesslUmbrella policy follows form over underlying policies: General Liability, Auto Liability 8 (additional Insured and waiver of Employers Liability subrogation apply). Professional Liability - Claims made form, defense costs included within limit. Primary coverage General Liability and Automobile Liability form. per policy applies to If the insurance company elects )o cancel or non -renew coverage a 30 days written notice of such cancellation or nonrenewal will be provided and 10 days for nonpayment of premium. t/ CERTIFICATE HOLDER o-, r„ , - - a City of Santa Ana Risk Management Division 20 Civic Center Plaza, 4th Floor Santa Ana CA 92702 ACORD 25 (2014/01) 20 ANff1E AcEVEdO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ©1988-2014 ACI The ACORD name and logo are registered marks of ACORD All rights reserved. CHA Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed operations Coverage Endorsement I his endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the productscompleted operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage, and 2. this coverage part provides such coverage. II. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 10-01 edition of CG2037; or B. additional insured coverage with 'arising out of language; or C. additional insured coverage to the greatest extent permissible by law; then paragraph 1. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V. Under COMMERCIAL GENERAL LIABILITY CRF)AFV1**A1APP @KE0titled Other Insurance is amended to add the following, which supersedes any pro"All NgdNXV4Wipjj) &ndition or elsewhere in this coverage part: Primary and Noncontributory Insurance AN' 0 2020 Page 1 of ANGIE ACEVEdo Policy No: 6057040530 Insured Name: NVS Global, Inc Effective Date: 05/01/2020 Copyright CNA All Rights Reserved. Includes copynghted material of insurance Services Orfim. Inc., with its pemiissm C11!CI_� Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. primary and noncontributing with other insurance available to the additional insured; or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1, give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or self -insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, K the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury; for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policv. REVIEWED dt APPROVED By Risk MANA(4EMENT DMsioN Page 2 of 2 Effective Date: 05/01/2020 Insured Name: NV5 Global, Inc. ANGiE ACEVEdo Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Ser s Office. Inc., with its permission. Policy No: 6057040530 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization against whom you have agreed to waive such right of recovery in a written contract or agreement. Information required to complete this Schedule, if not shown above, will be shown in the —Declarations - It is understood and agreed that the condition entitled Transfer Of Rights Of Recovery Against Others To The Insurer is amended by the addition of the following: Solely with respect to the person or organization shown in the Schedule above, the Insurer waives any right of recovery the Insurer may have against such person or organization because of payments the Insurer makes for injury or damage arising out of the Named Insured's ongoing operations or your work done under a contract with that person or organization and included in the products -completed operations hazard. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. REVIEWED & APPROVED By Risk MANAGEMENT DIVISION AP020 ANgiE ACEVEdO CMA CNA71526XX (Ed.10/12) ADDITIONAL INSURED ENDORSEMENT — CONTRACTUAL OBLIGATION It is understood and agreed that this endorsement amends the BUSINESS AUTO COVERAGE FORM as follows: Name of Additional EM SCHEDULE 1, Paragraph A.I. Who Is An Insured of Section II — LIABILITY COVERAGE is amended to include as an additional insured the person or organization scheduled above, but only if you are required by "written contract" to make that person or organization an additional insured under this policy. 2. The insurance provided to the additional insured is limited as follows: a. The person or organization is an additional insured only with respect to "bodily injury" or "property damage" arising out of a covered "auto" and caused by your negligent acts or omissions or the negligent ads or omissions of someone, other than the additional insured, for whom you are legally liable. b. The person or organization is not an additional insured for the person or organization's own acts or omissions, nor those of anyone, other than you, for whom the person or organization is legally liable. c. We will not provide the additional insured any broader coverage or any higher limit of liability than the least that is: (1) Required by the "written contract", or (2) Afforded to you under this policy. 3. Condition 2. Duties In the Event of Accident, Claim, Suit or Loss of Section IV — BUSINESS AUTO CONDITIONS is amended to add the following conditions applicable to the additional insured: An additional insured under this endorsement will as soon as practicable: a. Give us written notice of an "accident" which may result in a claim or "sun' under this insurance, and of any claim or "suit" that does result; b. Agree to make available any other insurance the additional insured has for a loss we cover under this policy; s c. Send us copies of all legal papers received, and otherwise cooperate with us in the investigation, defense, or settlement of the claim or "suit'; and d. Tender the defense and indemnity of any claim or "suit" to any other insurer or self insurer whose policy or g program applies to a loss we cover under this policy. But if the "written contract" requires this insurance to be primary and non-contributory, this provision d, does not apply to insurance on which the additional insured is a Named Insured. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the _ additional insured written notice of a "suit." 4. Only for the purpose of the insurance provided by this endorsement, SECTION V — DEFINITIONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires you to make a person or organization an additional insured under this policy, provided the contract or agreement: 1. Is currently in effect or becomes effective during the term of this policy; and 2. Was executed prior to the accident for which the additional insured seeks coverage under this policy. REVIEWED & APPROVED By Risk MANAGEMENT DIVISION CNA71526XX (10/12) Policy No: 6057040575 Page 1 of 2 APP� 2020 Endorsement No: Insured Name: rrvs GT,oear., INC. ,�•',,. ^T�,, v Effective Date: 05/01/2020 Copyright C"�RAdi ki All other terms and conditions of the Policy remain unchanged. V1V 1IU=AA tIV/ IL/ Page 2 of 2 Insured Name: NV5 GLOBAL, INC. Material used vAth permission of ISO Properties, Inc REVIEWED & APPROVED By Risk MANAGEMENT DiViSiON AP 2020 ANgiE AcEVEdo Copyright CNA AN Rights Reserved. CNA71526XX (Ed. 10/12) No: 6057040575 No: Effective Date: os/0I/2020 POLICY NUMBER: 6057040575 COMMERCIAL AUTO CA 04 44 03 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: NV5 Global, Inc Endorsement Effective Date: 05/01/2020 SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION AGAINST WHOM / YOU RAVE AGREED TO WAIVE SUCH RIGHT OF RECOVERY IN A WRITTEN CONTRACT OR AGREEMENT. Information required to complete this Schedule f not shown above will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. REVIEWED & APPROVED By Risk MANAGFMENT DIVISION APR 2,P 2020 Nk ANGiE ACEVEdO CA 04 44 0310 Copyright, Insurance Services Office, Inc., 2009 Page 1 of 1