Agenda packet — Gardena City Council, September 10, 2024 (part 11 of 16)

CITY OF TEMECULA

MARGARITA RECREATION CENTER, TEMECULA, CALIFORNIA
Demolition and Rebuild project (Design Build) at the Margarita Park Recreation Center in Temecula, California.

Geotechnical investigation included nine (9) exploratory borings located within the project area to a maximum depth of approximately 20 to 51 ½ feet below ground surface. Lab testing program to evaluate geotechnical of engineering properties of subsurface materials. Preparation of report including presenting our findings, conclusions, and geotechnical design recommendations. The new recreational center would be approximately 8,600 square feet of indoor space, including a classroom, multipurpose room with operable partition, dance/fitness room, kitchen, administrative/reception offices, lifeguard/aquatic and first aid rooms, locker rooms and restrooms.

CITY OF POWAY

ESPOLA ROAD BIKE LANE IMPROVEMENT PROJECT, PRELIMINARY DESIGN INVESTIGATION Engineering Geologist for Preliminary Geotechnical investigation included review of existing project sketches, geotechnical maps and literature, field reconnaissance, lab testing program to evaluate geotechnical of engineering properties of near surface materials. Preparation of report including presenting our preliminary findings, conclusions, and geotechnical design recommendations.

CITY OF CARLSBAD

BOBCAT BOULEVARD AT SAGE CREEK REHABILITATION, CARLSBAD, CALIFORNIA The purpose of this investigation was to evaluate the subsurface conditions at the roadway site and to provide geotechnical conclusions and recommendations pertaining to the observed distress. Geotechnical investigation included four (4) exploratory borings and five (5) pavement cores within the project area. Lab testing program to evaluate geotechnical of engineering properties of subsurface materials. Preparation of report including presenting our findings, conclusions, and geotechnical design recommendations.

ORANGE COUNTY, LAGUNA NIGUEL, CA, MITIGATION OF PASEO DE LA COLINAS SEEPAGE NV5 provided services in support of the proposed mitigation of seepage encountered along Paseo de la Colinas, located between about 200 to 400 feet west of the Chabot Road intersection in Laguna Niguel, California, and to provide conclusions and geotechnical engineering recommendations pertinent to the project. NV5’s geotechnical and engineering geology services included the review of available literature on subsurface conditions, drilling, and associated documentation of seven (7) borings, appropriate laboratory testing for assessment of subsurface characteristics, and engineering evaluation of the data collected to develop geotechnical recommendations for the

REGISTRATIONS/CERTIFICATIONS
BS Geology
Certified Engineering Geologist, CA,
#1319
Registered Geologist, CA #3992

EXPERIENCE
40 years
Docusign Envelope ID: 5AEE70A7-A1ED-490B-9A9F-20CD27F768A2 NV5.COM | Delivering Solutions — Improving Lives 29
proposed mitigation of seepage conditions. Recommendations for seepage mitigation include placement of a French drain system developed based on the conclusions of our geotechnical investigation.

CITY OF NATIONAL CITY
PARADISE CREEK PARK AND IMPROVEMENT TO HARDING AVENUE AND 21ST STREET Engineering Geologist for the Geotechnical Investigation, Materials Testing and Special Inspection. Project consisted of Paradise Creek Park and adjacent roadway improvements to 21st Street and Harding Avenue in National City, California. Conventional cut-fill mass grading of approximately 11,500 cubic yards, of which approximately 11,000 cubic yards will be imported was required. Fill embankments attaining a maximum height of approximately 16 feet at a gradient of 2 to 1 The project also includes street improvements (curb, gutters, sidewalks, streetlights, and pavement), storm drainage improvements, a water quality basin, and relocation and construction of overhead and underground utilities.

CITY OF OCEANSIDE WATER UTILITY DEPARTMENT - ON-CALL GEOTECHNICAL AND MATERIAL TESTING - ONGOING

SAN LUIS REY WATER RECYCLING FACILITIES
NV5 performed a preliminary geotechnical investigation for a proposed 2 million gallons, pre- stressed concrete, recycled water storage reservoir at the San Luis Rey Water Reclamation Facility (SLRWRF) in Oceanside. Our investigation included site reconnaissance, subsurface investigation, laboratory testing, seismic evaluation, liquefaction analysis, geotechnical analysis and recommendations for the design and construction of the proposed tank and its appurtenances. NV5 provided materials testing and special inspection services for the project which also included inspection of stone column installation (for remediation of liquefaction potential)

CITY OF OCEANSIDE WATER UTILITIES DEPARTMENT

JONES ROAD SEWER PROJECT, OCEANSIDE, CALIFORNIA
Installation of approximately 1,165 lineal feet of pipeline. Trench excavation depths extended to depths ranging between approximately 9 to 29 feet below existing grade. Soil (field and laboratory) and asphalt (field and laboratory) testing during backfill. Geotechnical consultation to address groundwater/dewatering issues.

CITY OF VISTA / BUENA SANTITATION DEPARTMENT, ON-CALL GEOTECHNICAL, MATERIALS TESTING AND INSPECTION SERVICES – ONGOING

SYCAMORE CREEK DETENTION BASIN
Geotechnical Engineer for the decommissioning and backfilling of the detention basin that is no longer feasible.

Property is being restored for future development.

Docusign Envelope ID: 5AEE70A7-A1ED-490B-9A9F-20CD27F768A2 NV5.COM | Delivering Solutions — Improving Lives 30
SHAUN B. SIMON, PE, PG, CEG, QSD, QSP
Engineering Manager | PROJECT ENGINEER
Shaun Simon has over 22 years in the geotechnical, construction materials testing and inspection industry. Mr. Simon is licensed in California as a PE and CEG with extensive experience in geotechnical consulting, and inspection and construction observation and materials testing of private and public construction projects.

Mr. Simon has extensive experience in geotechnical exploration, design, and construction testing of public and private infrastructure; field and laboratory testing of soil, rock, and construction materials including aggregate base, asphaltic concrete materials and pavement surfacing materials, concrete, steel, and other construction materials used in projects for Public Works projects, Caltrans, DSA school projects, OSHPD Hospital projects, and private development projects in Ventura, Oxnard, Santa Barbara, Moorpark, Camarillo, Thousand Oaks, Bakersfield, Visalia, and unincorporated areas of Los Angeles, Ventura, Santa Barbara, Kern, and other counties. Mr. Simon also maintains DSA, Caltrans, AAP/AMRL/AASHTO, CCRL, and USACOE accreditations for the laboratory testing facilities. Mr. Simon’s experience includes: field and lab testing of construction materials including engineered fill, subgrade, base, and asphalt materials; and inspection of pavement resurfacing materials (including ARAM, ARHM, Microsurfacing, CAPE Seal, Chip Seal, and REAS).

SOUTHERN CALIFORNIA GAS COMPANY – SLOPE RECONSTRUCTION L1005 PIPELINE, COLD SPRINGS CANYON ENERGY | MONTECITO, CA
Provided engineering management and geotechnical exploration and design for reconstruction of slope and realignment of high pressure gas pipeline crossing Cold Springs Canyon and damaged by the Post-Thomas Fire Debris Flows of JanuaryFebruary 2019. Pipeline had been exposed by deep scouring. NV5 designed realignment of pipeline deeper into bedrock, and designed the reconstruction of a slope supporting an arterial street.

SOUTHERN CALIFORNIA GAS COMPANY – MATILIJA CREEK REPLACEMENT, L-8109 PIPELINE ENERGY | MATILIJA CREEK, VENTURA COUNTY, CA
Provided engineering management and geotechnical exploration and design for reconstruction of slope and realignment of high pressure gas pipeline crossing Matilija Creek and damaged by storms from Winter 2019. Pipeline had been exposed by scouring of the alluvial deposits in the creek. NV5 designed realignment of the pipeline deeper into the bedrock deposits to avoid exposure from future scouring.

SOUTHERN CALIFORNIA GAS COMPANY – L-85 NP 146.57 PIPELINE REALIGNMENT ENERGY | SANTA CLARITA, CA
Provided engineering management and geotechnical exploration and design for realignment of high pressure gas pipeline crossing rough terrain and recently active slope failure / landsliding in Maple Canyon and damaged by storms from Winter 2019.

COUNTY OF SANTA BARBARA – GOLETA BEACH BRIDGE REPLACEMENT PUBLIC WORKS | GOLETA, CA
Provided management of field and laboratory testing of construction materials used in construction of new bridge to replace existing bridge structure.

EDUCATION
B.S., Civil Engineering, CSUN
B.S., Geological sciences, UCSB

EXPERIENCE
22 years
LICENSES / REGISTRATION:

Registered Civil Engineer, CA
RCE 82610
Certified Engineering Geologist,
CA – CEG 2461
Professional Geologist, CA – PG
8051
Qualified SWPPP Developer
Qualified SWPPP Practitioner
CASQA Certificate 22579

AFFILIATIONS
Association of Engineering
Geologists
American Society of Civil
Engineers
American Public Works
Association
Coast Geological Society
Docusign Envelope ID: 5AEE70A7-A1ED-490B-9A9F-20CD27F768A2 NV5.COM
NV5.COM | Delivering Solutions — Improving Lives 31

CAMARILLO DRAIN /CAMARILLO CONFERENCE CENTER
PUBLIC WORKS | CAMARILLO, CA
Provided management and technical direction of geotechnical design study for replacement of open channel reinforced concrete storm drain channel with two rectangular box channels to provide a contiguous area for a proposed regional conference center.

CALLEGUAS MUNICIPAL WATER DISTRICT– INTERCONNECT PROJECT ENERGY | THOUSAND OAKS, CA
Engineering management of construction materials testing and inspection for new infrastructure constructed in city streets to connect major municipal water resources for two water districts including pump station and pipeline construction.

LAS VIRGENES MUNICIPAL WATER DISTRICT– VARIOUS PUMP STATIONS ENERGY | LOS ANGELES & VENTURA COUNTIES, CA
Engineering management of construction materials testing and inspection for improvement to six pump stations in operation across the district.

OJAI VALLEY COMMUNITY HOSPITAL – OVCH REPLACEMENT CONTINUING CARE CENTER HOSPITAL | OJAI, CA
Provided management of laboratory and field testing of construction materials used in replacement facility.

COUNTY OF VENTURA – PAVEMENT RESURFACING
PUBLIC WORKS | VENTURA, CA
Provided management of field and laboratory testing of construction materials used in pavement resurfacing including microsurfacing, Asphalt Rubber Hot Mix, and Asphalt Rubber Aggregate Membrane.

CITY OF BAKERSFIELD – BELTWAY OPERATION IMPROVEMENT PROJECT PUBLIC WORKS | BAKERSFIELD, CA
Provided management of laboratory testing of highway construction.

CITY OF BAKERSFIELD – SR 178 WIDENING
PUBLIC WORKS | BAKERSFILED, CA
Provided management of laboratory testing of highway construction.

CITY OF BAKERSFIELD – MORNING DRIVE
PUBLIC WORKS | BAKERSFIELD, CA
Provided management of laboratory testing of highway construction.

CITY OF CAMARILLO – CALLEGUAS BIKE PATH
PUBLIC WORKS | CAMARILLO, CA
Provided management of field and laboratory testing of bike and pedestrian path improvements including testing of engineered fill, subgrade, base, and concrete.

Docusign Envelope ID: 5AEE70A7-A1ED-490B-9A9F-20CD27F768A2 NV5.COM
NV5.COM | Delivering Solutions — Improving Lives 32

MICHAEL CRAWFORD, ACI, ICC
Field Manager | MATERIALS TESTING MANAGER
Mr. Crawford has over 20 years of experience in Quality Control and Quality Assurance. His experience began in the laboratory, where he became proficient in testing the mechanical properties of soils, concrete, masonry, and other construction materials.

Building upon his extensive knowledge of soil and earthwork mechanics, Mr.

Crawford has actively expanded his knowledge and understanding of various construction work elements. He has extensive work experience servicing and working directly with jurisdictions across San Diego County, including supporting SDG&E, City of San Diego, County of San Diego, City of Oceanside, and various school districts. Certified by Caltrans in the following: CT 125 GEN: Sampling -

GENERAL
CT 125 HMA: Sampling - HMA
CT 231: Relative Compaction - Nuclear Gage
CT 375: AC Density by Nuclear Gage
CT 504: Air Content of PCC - Pressure Method (JTCP)
CT 518: Unit Weight - PCC (JTCP)
CT 523.1 Section B.1 & B.2: Flexural Strength (Field Fabrication) (JTCP) CT 539: Sampling Fresh Concrete (JTCP)
CT 540: Making Cylinders - PCC (JTCP)
CT 543: Air Content of PCC - Volumetric Method (JTCP)
CT 556: Slump - PCC (JTCP)
CT 557: Temperature - PCC (JTCP)
His knowledge, experience, cooperation, and work ethic has directly contributed to the success of projects for which he has been involved.

Project Experience

LAMBERT PARK IMPROVEMENTS, EL MONTE, CALIFORNIA
City of El Monte
Reinforced concrete and structural masonry inspector for new concession stand/restroom building at Lambert Park.

Performed various construction inspection including earthwork, post-installed anchors, reinforced concrete, and structural masonry.

VARIOUS PROJECTS – PROFESSIONAL SUPPORT SERVICES FOR SDG&E CIVIL / STRUCTURAL ENGINEERING SERVICES Richard Brady & Associates, Inc.

Responsible for performing as-needed testing and inspections services in accordance with building code, project documents, and SDG&E standard specifications. Scope of work included but not limited to reinforced concrete structures (TE-0089), drilled pier and direct bury foundations for lattice towers and tubular steel poles (TE-0105), underground cables and accessories, conduits and ducts, and subsurface structures (TE-0107), and micropile foundations for transmission steel poles (TE-0146).

CARROL CANYON ROAD EXTENSION
Caltrans, San Diego, CA
Project included a 1,700-foot-long bridge - Assisted in preliminary geotechnical studies, logging borings, organizing field and laboratory samples, performing laboratory tests.

MEADOWLARK WATER RECLAMATION FACILITY (MRF) SOLIDS FORCE MAIN REPLACEMENT Vallecitos Water District | Vista, CA
Field Technician observations and compaction testing of pipeline backfill, subgrade, base and asphaltic concrete pavement testing for roadway trench repairs.

POSEIDON DESALINATION PLANT (C1130 - C1133) DISTRIBUTION UNDERGROUNDING AND SCADA EXTENSION San Diego Gas and Electric (SDG&E)
Lead Special Inspector: Mr. Crawford was responsible communicating, coordinating, and performing inspections with the project team. Specific work elements include reinforced concrete and post-installed anchors.

REGISTRATIONS / CERTIFICATIONS
ICC Reinforced Concrete
ICC Prestressed Concrete
ICC Structural Masonry
ICC Soils Special Inspector
DSA Masonry Inspector
ACI Concrete Field Technician
City of San Diego Certified
Portable Nuclear Gauge Safety & U.S
D.O.T Hazmat Certification
CALTRANS Certified: CT 125
GENERAL, CT 125 HMA, CT 231, CT
375, CT 504, CT 518, CT 523.1
Section B.1 & B.2, CT 539, CT 540,
CT 543, CT 556, and 557

EXPERIENCE
20+ years
Docusign Envelope ID: 5AEE70A7-A1ED-490B-9A9F-20CD27F768A2 Consultant Agreement with Onward Engineering Page 1

CITY OF GARDENA

CONSULTANT AGREEMENT WITH

ONWARD ENGINEERING
This Agreement is entered into this 10th day of September, 2024, by and between the City of Gardena, a municipal corporation (“City”) and Onward Engineering, a CA Corporation (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree, as follows.

1. RECITALS. This Agreement is made and entered into with respect to the following facts:

B. Whereas, Consultant has represented that it is qualified by virtue of experience, training, education and expertise to accomplish these services; and
C. Whereas, City has determined that the public interest, convenience and necessity require the execution of this Agreement; and
D. Whereas, no official or employee of City has a financial interest, within the provisions of sections 1090-1092 of the California Government Code, in the subject matter of this Agreement.

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein, the parties hereby agree as follows:

2. TERM OF AGREEMENT. This Agreement shall commence upon execution and shall continue until September 9, 2027 (3-yr term), with an option to extend for one additional two-year at City’s discretion, unless earlier terminated as provided below.

A. Either party may terminate this Agreement, without cause, by giving thirty (30) days written notice to the other party.

B. City may terminate this Agreement for cause by giving thirty (30) days written notice to Consultant. Lack of funding shall be considered cause for terminating this Agreement.

C. Upon termination, Consultant shall: (1) promptly discontinue all services affected, unless the notice directs otherwise; and (2) promptly deliver to City all data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 2
in performing the services under this Agreement, whether completed or in progress. Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination; however, if the Agreement is terminated by City for cause, other than lack of funding, or by Consultant without cause, City shall be entitled to deduct any costs it incurs payment to another consultant for Services, which duplicate Consultant’s Services to date. In the event of termination for other than cause attributable to Consultant, Consultant shall be deemed released for liability for any work assigned but not completed as of the effective date of termination.

3. SERVICES. Consultant agrees to provide the services as specified in the City’s Request for Qualification (“RFQ”), Exhibit A, attached hereto and incorporated herein by this reference (“services”). Unless otherwise specified herein, Consultant shall, at its sole cost and expense, furnish all facilities, equipment and personnel which may be required for providing the Services pursuant to this Agreement.

4. ADDITIONAL SERVICES. If City determines that additional services are required to be provided by Consultant in addition to the Services set forth above, City shall authorize Consultant to perform such additional services in writing (“Additional Services”). Such Additional Services shall be specifically described and approved by City in writing prior to the performance thereof. Consultant shall be compensated for such Additional Services in accordance with the agreed upon charges therefore as set forth in the written authorization. No compensation shall be paid to Consultant for Additional Services which are not specifically approved by City in writing.

5. CONSULTANT’S PROPOSAL. This Agreement shall include Consultant’s Response to City’s RFQ, also known as the Statement of Qualifications (SOQ), which is incorporated herein as Exhibit B. In the event of any inconsistency between the terms of the proposal and this Agreement, it shall be resolved by giving precedence in the following order: (a) The Agreement (b) Exhibit A (c) Exhibit B.

6. PERSONNEL. City has relied upon the professional training and ability of Consultant to perform the services hereunder as a material inducement to enter into this Agreement. Consultant shall provide properly skilled professional and technical personnel to perform all services under this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the removal of any person or persons assigned by Consultant to perform Services pursuant to this Agreement, Consultant shall remove any such person immediately upon receiving notice from City. During the term of this Agreement, Consultant shall provide the services specified in the proposal. Such individual(s) shall not be replaced without the prior written consent of City.

7. PERFORMANCE BY CONSULTANT. Consultant shall maintain or exceed the level of competency presently maintained by other similar practitioners in the State of California, for professional and technical soundness, accuracy and adequacy of all work, advice and material furnished under this Agreement.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 3

8. TIMING OF PERFORMANCE. Time is of the essence with respect to Consultant’s performance of the Services required by this Agreement. Consultant shall diligently and timely pursue and complete the performance of the Services required of it by this Agreement. City, in its sole discretion, may extend the time for performance of any Service.

9. MONITORING OF CONSULTANT. Consultant’s performance of this Agreement shall be continuously monitored by the Public Works Director/City Engineer.

Consultant shall be notified in writing of any deficiency in the performance of this Agreement in a timely manner by the Public Works Director/City Engineer.

Consultant shall have five (5) business days from receipt of the notification to cure any deficiency to the reasonable satisfaction of the Public Works Director/City Engineer. All costs for such corrections shall be borne by Consultant and shall not increase Consultant’s fees due hereunder. Should the Public Works Director/City Engineer determine that Consultant has not performed its obligation as stated in this Agreement in a satisfactory manner, City may terminate this Agreement for cause as specified in Section 2 above.

10.COMPENSATION. Consultant shall be compensated as follows:

A. Amount. City shall compensate Consultant for services rendered pursuant to this Agreement at the rate specified in the attached fee schedule set forth in Exhibit B. Consultant’s total compensation shall be based on each proposal the consultant submits and the City accepts for the services requested on a particular project.

B. Invoices and Payment. Payment by City to Consultant shall be made upon receipt and approval of invoices for Services rendered. For payment to be made, Consultant’s invoice must include an itemization as to the services rendered, date(s) of service, direct and/or subcontract costs and be submitted on an official letterhead or invoice with Consultant’s name, address, and telephone number referenced. City shall review the invoices to determine whether services performed, and documents submitted are consistent with this Agreement. Payment shall be made within forty-five (45) days following receipt of the invoice or City shall provide Consultant with a written statement objecting to the charges and stating the reasons therefor.

Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.

C. Expenses. Consultant shall not be entitled to any additional compensation for expenses.

11.INSURANCE REQUIREMENTS.

A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any extensions hereto, and for periods after the end of this Agreement as may be Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 4
indicated below, Consultant must have and maintain in place all of the insurance coverages required in this Section. Consultant’s insurance shall comply with all items specified by this Agreement. Any subcontractors shall be subject to all the requirements of this Section and Consultant shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Consultant’s insurance may cover all subcontractors.

B. Insurance Company Requirements. All insurance policies used to satisfy the requirements imposed hereunder shall be issued by insurers admitted to do business in the State of California. Insurers shall have a current Best’s rating of not less than A-:VII, unless otherwise approved by City.

C. Coverages, Limits and Policy Requirements. Consultant shall maintain the types of coverages and limits indicated below:

1. Commercial General Liability Insurance – a policy for occurrence coverage for bodily injury, personal injury and property damage, with coverage at least as broad as Insurance Services Office Form CG 00 01, with no special limitations affecting City. The limit for all coverage under this policy shall be no less than one million dollars ($1,000,000.00) per occurrence.

2. Commercial Auto Liability Insurance – a policy including all coverages provided by and to the extent afforded by Insurance Services Office form CA 0001, including Symbol 1 (any auto) with no special limitations affecting City. The limit for bodily injury and property damage liability shall be no less than one million dollars ($1,000,000.00) per accident.

3. Worker’s Compensation and Employers Liability Insurance – a policy which meets all statutory benefit requirements of the Labor Code, or other applicable law, of the State of California. The minimum coverage limits for said insurance shall be no less than one million dollars per claim. The policy shall be issued by an insurance company which is admitted to do business in the State of California and shall contain a clause that the policy may not be canceled without thirty (30) days prior written notice, return receipt requested, is mailed to City.

4. Professional Errors & Omissions (“E&O”) – a policy with minimum limits of not less than One Million Dollars ($1,000,000.00), combined single limits, per occurrence and aggregate. Architects’ and engineers’ coverage shall be endorsed to include contractual liability.

If the policy is written as a “claims made” policy, the retro date shall be prior to the start of the contract work. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. This policy Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 5
shall be issued by an insurance company which is admitted to do business in the State of California.

5. Policy Requirements. The policies set forth above shall comply with the following, as evidenced by the policies or endorsements to the policies:
a. Additional insureds: “The City Gardena and its elected and appointed boards, officers, officials, agents, employees, and volunteers are additional insureds with respect to: liability arising out of activities performed by or on behalf of the Consultant pursuant to its contract with the City; products and completed operations of the Consultant; premises owned, occupied or used by the Consultant; automobiles owned, leased, hired, or borrowed by the Consultant.”
b. Notice: “Said policy shall not terminate, be suspended, or voided, nor shall it be cancelled, nor the coverage or limits reduced, until thirty (30) days after written notice is given to City.” c. Other insurance: “The Consultant’s insurance coverage shall be primary insurance as respects the City of Gardena, its officers, officials, agents, employees, and volunteers. Any other insurance maintained by the City of Gardena shall be excess and not contributing with the insurance provided by this policy.” d. Any failure to comply with the reporting provisions of the policies shall not affect coverage provided to the City of Gardena, its officers, officials, agents, employees, and volunteers. e. The Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

D. Additional Requirements. The procuring of such required policies of insurance shall not be construed to limit Consultant’s liability hereunder nor to fulfill the indemnification provisions and requirements of this Agreement.

There shall be no recourse against City for payment of premiums or other amounts with respect thereto. City shall notify Consultant in writing of changes in the insurance requirements. If Consultant does not deposit copies of acceptable insurance policies or endorsements with City incorporating such changes within sixty (60) days of receipt of such notice, Consultant shall be deemed in default hereunder.

E. Deductibles. Any deductible or self-insured retentions over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to City shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or selfDocusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 6
insured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of losses and related investigations, claim administration and defense expenses.

F. Verification of Compliance. Consultant shall furnish City with original policies or certificates and endorsements effecting coverage required by this Agreement. The endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by City before work commences. Not less than fifteen (15) days prior to the expiration date of any policy of insurance required by this Agreement, Consultant shall deliver to City a binder or certificate of insurance with respect to each renewal policy, bearing a notation evidencing payment of the premium therefor, or accompanied by other proof of payment satisfactory to City. Consultant shall provide full copies of any requested policies to City within three (3) days of any such request by City.

G. Termination for Lack of Required Coverage. If Consultant, for any reason, fails to have in place, at all times during the term of this Agreement, including any extension hereto, all required insurance and coverage, City may immediately obtain such coverage at Consultant’s expense and/or terminate this Agreement.

H. Non-Limiting. Nothing in this Section shall be construed as limiting in any way, the indemnification provision contained in this Agreement, or the extent to which Consultant may be held responsible for payments of damages to persons or property.

12.INDEMNIFICATION. Consultant agrees to defend, indemnify, hold free and harmless the City, its elected officials, officers, agents, employees and volunteers, at Consultant’s sole expense, from and against any and all claims, actions, suits or other legal proceedings brought against the City, its elected officials, officers, agents, employees and volunteers arising out of the performance of the Consultant, its employees, and/or authorized subcontractors, of the work undertaken pursuant to this Agreement. The defense obligation provided for hereunder shall apply without any advance showing of negligence or wrongdoing by the Consultant, its employees, and/or authorized subconsultants, but shall be required whenever any claim, action, complaint, or suit asserts as its basis the negligence, errors, omissions or misconduct of the Consultant, its employees, and/or authorized subconsultants, and/or whenever any claim, action, complaint or suit asserts liability against the City, its elected officials, officers, agents, employees and volunteers based upon the work performed by the Consultant, its employees, and/or authorized subconsultants under this Agreement, whether or not the Consultant, its employees, and/or authorized subconsultants are specifically named or otherwise asserted to be liable.

Notwithstanding the foregoing, the Consultant shall not be liable for the defense or indemnification of the City for claims, actions, complaints or suits arising out of the sole negligence or willful misconduct of the City. Notwithstanding the foregoing, to Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 7
the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity and defense shall be limited to the extend required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or misconduct of Consultant. This provision shall supersede and replace all other indemnity provisions contained either in the City’s specifications or Consultant’s Proposal, which shall be of no force and effect.

13.COOPERATION. In the event any claim or action is brought against City relating to Consultant’s performance or services rendered under this Agreement, Consultant shall render any reasonable assistance and cooperation which City might require.

14.INDEPENDENT CONTRACTOR. Consultant is and shall be acting at all times as an independent contractor and not as an employee of City. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise act on behalf of City as an agent. Neither City nor any of its agents shall have control over the conduct of Consultant or any of Consultant’s employees, except as set forth in this Agreement. Consultant shall not, at any time, or in any manner, represent that it or any of its agents or employees are in any manner agents or employees of City.

Consultant shall secure, at its sole expense, and be responsible for any and all payment of Income Tax, Social Security, State Disability Insurance Compensation, Unemployment Compensation, and other payroll deductions for Consultant and its officers, agents, and employees, and all business licenses, if any are required, in connection with the services to be performed hereunder. Consultant shall indemnify and hold City harmless from any and all taxes, assessments, penalties, and interest asserted against City by reason of the independent contractor relationship created by this Agreement. Consultant further agrees to indemnify and hold City harmless from any failure of Consultant to comply with the applicable worker’s compensation laws. City shall have the right to offset against the amount of any fees due to Consultant under this Agreement any amount due to City from Consultant as a result of Consultant’s failure to promptly pay to City any reimbursement or indemnification arising under this paragraph.

15.PERS ELIGIBILITY INDEMNIFICATION. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 8
paid by City for employer contribution and/or employee contributions for PERS benefits.

16.NON-LIABILITY OF CITY. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.

17.OWNERSHIP OF WORK PRODUCT. All documents or other information created, developed, or received by Consultant shall, for purposes of copyright law, be deemed works made for hire for City by Consultant as City employee(s) for hire and shall be the sole property of City. Consultant shall provide City with copies of these items upon demand, and in any event, upon termination or expiration of this Agreement.

18.CONFIDENTIALITY CLAUSE. Consultant acknowledges that some of the material and information that may come into its possession or knowledge in connection with this Agreement or its performance may consist of information that is exempt from disclosure to the public or other unauthorized persons under either state or federal (“Confidential Information”). Confidential Information includes, but is not limited to, names, addresses, Social Security numbers, e-mail addresses, telephone numbers, financial profiles, credit card information, driver's license numbers, medical data, law enforcement records, agency source code or object code, agency security data, or information identifiable to an individual that relates to any of these types of information. Consultant agrees to hold Confidential Information in strictest confidence and not to make use of Confidential Information for any purpose other than the performance of this Agreement, to release it only to authorized employees or Sub-consultants requiring such information for the purposes of carrying out this Agreement, and not to release, divulge, publish, transfer, sell, disclose, or otherwise make the information known to any other party without City's express written consent or as provided by law. Consultant agrees to release such information or material only to employees or Sub-consultants who have signed a nondisclosure agreement, the terms of which have been previously approved by City. Consultant agrees to implement physical, electronic, and managerial safeguards to prevent unauthorized access to Confidential Information.
"Personal information" including, but not limited to, "Protected Health Information" (PHI) under Health Insurance Portability And Accountability Act (HIPAA), individuals' names, addresses, phone numbers, birth dates, and social security numbers collected, used, or acquired in connection with this Agreement shall be protected against unauthorized use, disclosure, modification or loss.

HIPAA establishes national minimum standards for the use and disclosure of certain health information. The Consultant must comply with all HIPAA requirements and rules when determined applicable by the City. If City determines that (1) City is a "covered entity" under HIPAA, and that (2) Consultant will perform "business associate" services and activities covered under HIPAA, then at City's request, Consultant agrees to execute City's Agreement in compliance with HIPAA.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 9
Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.

Any breach of this provision may result in termination of the Agreement and demand for return of all personal information. Moreover, Consultant will indemnify and hold the City harmless from and against all losses and damages resulting from any unauthorized or improper disclosure, dissemination or use of the information as a result, in whole or in part, of Consultant’s action or inaction.

19.NONUSE OF INTELLECTUAL PROPERTY OF THIRD PARTIES. Contractor shall not use, disclose or copy any intellectual property of any third parties in connection with work carried out under this Agreement, except for intellectual property for which Contractor has a license. Contractor shall indemnify and hold City harmless against all claims raised against City based upon allegations that Contractor has wrongfully used intellectual property of others in performing work for City, or that City has wrongfully used intellectual property developed by Contractor pursuant to this Agreement.

20.WAIVER OR BREACH. No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding, unless executed in writing by the party making the waiver.

21.COMPLIANCE WITH LAWS. Consultant warrants that it shall perform the services required by this Agreement in compliance with all applicable Federal and California employment laws, including, but not limited to, those laws related to minimum hours and wages; occupational health and safety; fair employment and employment practices; workers’ compensation insurance and safety in employment; and all other Federal, State and local laws and ordinances applicable to the services required under this Agreement. Consultant shall indemnify and hold harmless City from and against all claims, demands, payments, suits, actions, proceedings, and judgments of every nature and description including attorneys’ fees and costs, presented, brought, or recovered against City for, or on account of any liability under any of the above-mentioned laws, which may be incurred by reason of Consultant’s performance under this Agreement.

22.CONFLICT OF INTEREST AND REPORTING. Consultant shall at all times avoid conflicts of interest or the appearance of a conflict of interest in the performance of this Agreement. If required, Consultant shall comply with the City’s Conflict of Interest reporting requirements. Consultant understands that pursuant to Gardena Municipal Code sections 2.24.020H and 2.24.025G, it is forbidden to make any contribution to a candidate or committee of a candidate for a municipal office of the City, or to an officeholder, until the completion of services to be performed under this Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 10
Agreement.

23.NON-DISCRIMINATION. Consultant covenants there shall be no discrimination based upon race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in activity pursuant to this Agreement.

24.FORCE MAJEURE. Consultant shall not be in default for failing to perform in accordance with the terms of this Agreement if such failure arises out of causes beyond the control and without the fault or negligence of Consultant.

25. ASSIGNMENT. Consultant shall not assign or subcontract any of its obligations pursuant to this Agreement, nor any part thereof, except for any monies due the Consultant, without the prior written consent of City. Such consent by City shall not be unreasonably withheld. Consultant shall be fully responsible to City for all work performed by assignees or subcontractors.

26. NOTICES. Whenever it shall be necessary for either party to serve notice on the other respecting this Agreement, such notice shall be in writing and shall be given by personal service upon the party to be notified, or by deposit of the same in the custody of the United States Postal Service, postage prepaid, addressed to the party to be notified as follows:

To City: City of Gardena
1700 West 162nd Street
Gardena, California 90247
Attn: Allan Rigg
Director of Public Works/City Engineer
To Consultant: Onward Engineering
300 South Harbor Blvd, Suite 814
Anaheim, CA 92805
Attn: Majdi Ataya
President
Notices shall be deemed to have been served upon the date of personal service or three (3) working days after the same has been deposited in the United States Postal Service.

27.LICENSED STATUS. Consultant shall, at all times during the term of this Agreement, have in full force and effect, all licenses required of it by law, including, but not limited to, a City Business License.

28.FAMILIARITY WITH WORK. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the difficulties and restrictions of the work under this Agreement. Should Consultant discover any conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City and shall not proceed, except at Consultant’s Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 11
own risk, until written instructions are received from City.

29.PUBLIC RECORD ACT DISCLOSURE. Consultant has been advised and is aware that this Agreement and all reports, documents, information and data, including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, pursuant to this Agreement and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code section 7920.000 et seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code section 7924.510, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court.

30.MAINTENANCE OF RECORDS. Consultant shall maintain for a minimum of three (3) years from the completion date of the Services under this Agreement, the following records:

A. All accounts and records, including personnel, property and financial, adequate to identify and account for all costs pertaining to this Agreement and assume proper accounting for all funds;
B. Records which establish that Consultant and all subcontractors who render Services under this Agreement are in full compliance with the requirements of this Agreement and all federal, state and local laws and regulations; C. Any additional records deemed necessary by City to assume verification of full compliance with this Agreement.

D. The aforementioned records shall be made available to City or any authorized representative thereof upon request for audit.

31.BINDING EFFECT. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.

32.GOVERNING LAW. This Agreement shall be interpreted and construed according to the laws of the State of California. Any action commenced about this Agreement shall be filed in the appropriate branch of the Los Angeles County Municipal or Superior Court.

33.SECTION HEADINGS. The Section headings used in this Agreement are for reference purposes only and shall have no binding effect.

34.AUTHORITY TO EXECUTE. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 12

35.ATTORNEY’S FEES. In the event that legal action is necessary to enforce the provisions of this Agreement, or to declare the rights of the parties hereunder, the parties agree that the prevailing party in the legal action shall be entitled to recover attorney’s fees and court costs from the opposing party.

36.PREPARATION OF AGREEMENT. Each party acknowledges that it has had an adequate opportunity to review each and every provision in this Agreement and to submit the same to counsel and other consultants for review and comment and that the parties jointly drafted this Agreement. No provision of this Agreement or any Assignment shall be construed more strictly against one party than the other party by reason that one or the other party proposed, drafted or modified such provision or any other existing or proposed provision.

37.SEVERABILITY. If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect.

38.ENTIRE AGREEMENT. This Agreement contains the entire understanding between City and Consultant. Any prior agreement, promises, negotiations or representations not expressly set forth herein are of no force or effect. Subsequent modifications to this Agreement shall be effective only if in writing and signed by both parties. This Agreement may be signed by the parties hereto in separate counterparts, including both counterparts that are executed on paper and counterparts that are in the form of electronic signatures. Electronic signatures include facsimile or email electronic signatures. Each executed counterpart shall be deemed an original. All counterparts, taken together, constitute the executed Agreement. If any term, condition or covenant of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Agreement shall be valid and binding.

39.ELECTRONIC SIGNATURE. The parties hereby acknowledge and agree that electronic records and electronic signatures, as well as facsimile signatures, used in connection with the execution of this Agreement and electronic signatures, facsimile signatures or signatures transmitted by electronic mail in so-called pdf format shall be legal and binding and shall have the same full force and effect as if a paper original of this Agreement had been delivered and had been signed using a handwritten signature. City and Consultant (i) agree that an electronic signature, whether digital or encrypted, of a party to this Agreement is intended to authenticate this writing and to have the same force and effect as a manual signature, (ii) intend to be bound by the signatures (whether original, faxed or electronic) on any document sent or delivered by facsimile or, electronic mail, or other electronic means, (iii) are aware that the other party will reply on such signatures, and (iv) hereby waive any defenses to the enforcement of the terms of this Agreement based on the foregoing forms of signature. If this Agreement has been executed by electronic signature, all parties executing this document are expressly consenting under the United States Federal Electronic Signatures in Global and National Commerce Act of 2000 ("E-SIGN") and California Uniform Electronic Transactions Act ("UETA")(Cal. Civ. Code § 1633.1, et seq.), that a signature by fax, email or Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Onward Engineering Page 13
other electronic means shall constitute an Electronic Signature to an Electronic Record under both E-SIGN and UETA with respect to this specific transaction.

IN WITNESS WHEREOF, City and Consultant have executed this Agreement as of the date first hereinabove set forth.

CITY OF GARDENA CONSULTANT – Onward Engineering
________________________________ _________________________________ Tasha Cerda, Mayor Name
ATTEST:

Sign:_____________________________
Title:
________________________________
Mina Semenza, City Clerk _________________________________ Name
APPROVED AS TO FORM:

Sign:_____________________________
Title:

Carmen Vasquez, City Attorney
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 President
Majdi Ataya
Muhammad Ataya
Vice President
Exhibit A
Request for Qualifications (RFQ)
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

CITY OF GARDENA

PUBLIC WORKS DEPARTMENT

REQUEST FOR QUALIFICATIONS (RFQ)
FOR

GENERAL CIVIL ENGINEERING DESIGN, CONSTRUCTION

MANAGEMENT & INSPCTION, TRAFFIC ENGINEERING,

ARCHITECTURE AND LANDSCAPE ARCHITECTURE,

GEOTECHNICAL ENGINEERING/GEOLOGY AND MATERIAL

TESTING, AND STAFF AUGMENTATION
ON‐CALL PROFESSIONAL SERVICES:

MAY 2024
Memoranda:

Qualifications Due: Thursday, June 13, 2024, 2:00 p.m. PST.

City of Gardena Public Works Department: (310) 217‐9568 Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

TABLE OF CONTENTS
SECTION I NOTICE OF REQUEST FOR QUALIFICATIONS…………………….…………………….. 1 SECTION II SCOPE OF SERVICES/SCOPE OF WORK………………………………….………………… 3 SECTION III SUBMITTAL REQUIREMENTS…………………………………………………….……………. 7 SECTION IV FEE SCHEDULE………………………………………………………………………..…..…………. 8 SECTION V SELECTION/EVALUATION CRITERIA…………………………………………….………….. 8 SECTION VI GENERAL CONDITIONS……………………………………………………………..……….….. 9 SECTION VII AGREEMENT AND INSURANCE……………………………………………………......….... 9 SECTION VIII APPENDIX “A” Gardena Standard Professional Services Agreement…………….……………… 10 Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 1 | Page

SECTION I

NOTICE OF REQUEST FOR QUALIFICATIONS
On-Call Professional Engineering, Architecture, and/or Landscape Architecture Services NOTICE IS HEREBY GIVEN that the City of Gardena is requesting Statements of Qualifications (SOQ) from professional engineering, architecture, and/or landscape architecture consulting firms to provide on-call services related to our Public Works Capital Improvement Program and General Engineering. The work will be assigned on an as-needed basis for various projects in the City.

The Request for Qualifications (RFQ) provides information on the City of Gardena, the required scope of services, the consultant selection process, and the minimum information that must be included in the RFQ response. Proposals will be evaluated based on the overall best value to the City, considering factors such as quality, service, price, and any other criteria outlined herein, including but not limited to, the proposer's ability to meet the requirements, qualifications, and competencies set forth in the RFQ.

The Request for Qualifications (RFQ) can be obtained at http://www.cityofgardena.org/rfps/ Questions regarding this RFQ shall be directed to Kevin Kwak at (310) 217-9643 or [email protected].

BACKGROUND
The City of Gardena is located in the South Bay region of Los Angeles County, California, and was incorporated on September 11, 1930, as a general law city. It operates under the Council-Manager form of government. The population is approximately 62,000, occupying approximately six (6) square miles. It is primarily built-out, with a few remaining undeveloped parcels and a 9.4-acre wetland preserve, Gardena Willows Wetland Preserve. Gardena is bordered by the cities of Torrance, Hawthorne, Carson, Los Angeles (L.A.), and the County of Los Angeles, including their unincorporated areas.

The Gardena roadways are divided into three (3) major street classifications: Arterial (26.8 Centerline miles), Collector (28.7 centerline miles), and Local (57.5 centerline miles). Combined, the entire network consists of 113 centerline miles of streets with a weighted average PCI of 81.

The existing city-owned wastewater collection system comprises approximately 89 miles of gravity collection system pipes ranging from 6 to 12 inches, approximately 2,080 manholes, and one lift station and its associated force main. The collection system pipes within the City discharge to the LACSD interceptor at over 100 locations.

The existing stormwater collection system consists of approximately 29 miles of gravity pipe system (City SD = 12 miles & LA County SD = 17 miles) and 795 total catch basins (City CB = 216 & LA County CB = 579).

The collection system pipes within the City primarily discharge to the Dominguez Channel.

Lastly, note that Gardena’s water system is operated and maintained by Golden State Water.

The City has six (6) parks with community buildings, two gymnasiums, and a parkette. Additionally, the Gardena Wetland Preserve is situated next to Johnson Park. The City is currently constructing a new pool and senior center community center. Furthermore, the newly acquired Chase Bank Building on Rosecrans Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 2 | Page
Boulevard is slated to become a new Community Center, and Mas Fukai Park is in the construction document phase for improvements.

SUBMITTAL DEADLINE
Complete proposal/Statement of Qualification must be submitted no later than Thursday, June 13, 2024, at 2:00 p.m. PST. Three (3) hard copies and one complete PDF copy (on CD or memory stick) shall be address to:

City of Gardena
Public Works Department
1717 West 162nd Street
Gardena, CA 90247-3778
Attn: Kevin Kwak, Assistant Public Works Director
The City currently anticipates conducting the selection process according to the following schedule, which is subject to revision. The City reserves the right to modify the schedule as needed.

May 9, 2024 RFQ Released
June 3, 2024 RFI Deadline
June 13, 2024 Proposal/SOQ Deadline
July 9, 2024 Staff Short List Selection
July 23, 2024 City Council Review/Approval
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 3 | Page

SECTION II

SCOPE OF SERVICES/SCOPE OF WORK
The City of Gardena would like the selected firms to provide professional on-call engineering, architecture, and/or landscape architecture services (including Construction Documents, PS&E, technical memoranda, research studies, plan checks, testing, etc.) for City projects to support the Public Works Department. The City intends to select between three and five (3-5) consultants for each respective service category, with the exception of only one or two consultants for Geotechnical Engineering/Geology/Material testing.

However, the actual number of consultants selected may be subject to change based on the number of responses and qualifications.

The award agreements are to provide on-call services for a period of three (3) years. The agreements may be renewed at the City’s discretion for up to two (2) additional years, subject to satisfactory performance during the initial three-year term. The initial three-year term is anticipated to commence in September 2024 and end in September 2027. The City encourages firms to submit qualifications for any or all parts of the key services listed below to be eligible for placement on the qualified on-call/as-needed list for each service category separately.

At the City’s discretion, selected firms will be assigned projects based on their qualifications in relation to the project(s) scope of work, or requested to submit a proposal, on an as-needed basis for various projects in the city. The City does not guarantee that successful firms will be provided with any projects.

MINIMUM QUALIFICATIONS
Only those consultants with verifiable experience related to the services requested in this solicitation will be considered during the evaluation process. Consultant staff assigned to execute the scope of services must have relevant experience in providing the necessary services as described in the scope. All personnel assigned to the work must possess appropriate certification or registration as required by state and local agencies.

SCOPE OF WORK
Selected firms will report to and operate under the direction of the City of Gardena Public Works staff to provide professional engineering, architecture, and/or landscape architecture services to the City. In general, the selected consultants will be expected to provide services and staffing for the following categories:
• General Civil Engineering Design
• Construction Management and Inspection
• Traffic Engineering
• Architecture and Landscape Architecture
• Geotechnical Engineering, Geology and Material Testing • Staff Augmentation
Consultants may submit qualifications for one or more of the service categories requested; however, separate proposals and letter of transmittals must be submitted for each category.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 4 | Page

GENERAL CIVIL ENGINEERING DESIGN
Provide complete design services for Capital Improvement Program projects. Example services include, but not limited to:
• Plan preparation for street improvements, repair, rehabilitation, or other related street improvements.
• Plan preparation for storm drain and sewer improvements, upgrades, modifications, extensions, repair, or rehabilitation.
• Preparation of hydrology and hydraulic analysis and reports. • Preparation of WQMP’s, SWPPP’s or related NDPES documents/reports. • Geotechnic engineering and material testing as needed. • Preparation of project technical provisions.
• Preparation of detailed cost estimates.
• Perform mapping and prepare legal descriptions for right of way acquisitions, easements, etc. • Provide design and construction surveys.
• Provide construction assistance.
• Coordination with, and approvals from other permitting agencies and utility companies.

CONSTRUCTION MANAGEMENT AND INSPECTION
Provide complete construction management and inspection services for CIP, including park renovations, and facility construction/ modifications/ modernizations. Including, but not limited to:
• Coordinate and lead project construction meetings.
• Lead all meetings during the construction from pre-construction to final closeout. • Provide and maintain project files/documents per City template. • Provide and supervise construction observations/inspections for CIP projects such as streets, sewer, storm drain, parks and facilities.
• Provide construction inspection services in grading, street improvements, drainage, SWPPP/erosion control, paving, sewer, water, and franchise utilities. • Provide public contract administration (i.e. CCO, Daily logs/report, Weekley Statements, Notices, labor compliance/enforcement).
• Provide utility company coordination.
• Provide labor compliance/enforcement as needed.
• Assure contractor to maintain a set of as-built plans. • Schedule the final walk-through inspections and prepare a “punch-list”. • Collect and review the Certified Payrolls as needed.
• Assume contractor to obtain all necessary permits.
• Provide constructability review, quantity take-off and cost estimates as needed.

TRAFFIC ENGINEERING
Provide traffic design engineering and/or study/analysis services for signal and signing, striping, grant writing, and all related services, including but not limited to:
• Improvements associated with traffic signal design.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 5 | Page
• Preparation of signing, striping, signal modifications, detour, and traffic control design • Preparation of special traffic studies
• Conducting signal synchronization studies (before and after synchronization travel time), utilizing HCM method for LOS, as well as Los Angeles County standards.

ARCHITECTURE AND/OR LANDSCAPE ARCHITECTURE
Provide architecture and/or landscape architecture professionally services for public facilities. Including, but not limited to:
• Provide conceptual design, master plan, feasibilities study and envelope evaluations. • Renovation and/or expansion of existing public facilities. • Preparation of landscape/planting plans and irrigation. • Parking lot and hardscapes improvements.
• Playground layout and play structure design/upgrade.
• Preparation of project special provisions and technical specifications • Provide cost estimates.
• Provide constructability review and construction support.

GEOTECHNICAL ENGINEERING, GEOLOGY AND MATERIAL TESTING
Provide complete design, construction, or assistance services for City improvement projects and/or investigations. Services include, but are not limited to:
• Complete soils investigation and preparation of Geotechnical Engineering reports and studies, such as pavement design, grading requirements, retaining wall parameters, slope stability analysis, sinkhole/voids investigation and analysis, etc. • Laboratory work related to all aspects of Geotechnical Engineering. • Provide construction inspection for items such as asphalt concrete, aggregate base, and concrete placement during construction, grading excavation, and backfill. • Provide testing services such as field compaction and laboratory testing of soils, aggregates, asphalt, and concrete.

STAFF AUGMENTATION SERVICES (Firms may submit only for positions or service they provide.) Provide qualified and available personnel to provide professional staff augmentation services and/or backfill various positions and classifications within the Engineering Division on short notice. Positions include but are not limited to: Engineer(s), Permit Technician(s), and Inspector(s) and perform duties as an “Acting” City representative. Positions may require personnel reporting to City offices.

Immediately the City plans to augment one (1) Associate, Civil, or Senior Civil Engineer based on the qualification and best fit for the City. Other categories of augmentation services are not currently needed, however will be requested as needed.

Sample duties include, but not limited to:
• Engineer(s) general requirements (Identify an Engineer with resume and proposed classification; Associate, Civil, or Senior Civil Engineer) - Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 6 | Page
o Able to work minimum 20 hours per week or more. The City is open to accepting fulltime services as well. o Perform mathematical computations and estimates.
o Simultaneously handle several tasks and continue to reestablish priorities. o Communicate clearly and concisely with others, orally and in writing. o Ability to establish and maintain effective team relationships with all internal and external customers.
o Able to operate Microsoft Office and AutoCAD.
o Able to perform in indoor and outdoor environments with exposure to the elements. o May be required to pass a security/background check and a drug test prior before providing any services to the City.
o Must maintain a valid California Drive License.
o You may be required to work more than 40 hours a week and/or work irregular hours, particularly during emergency situations.
o Typical working hours are Monday through Friday, 8:00 a.m. to 5:00 p.m. or 9/80 schedule from 7:30 a.m. to 5:30 p.m.
o Civil and Senior Engineer positions require a California Professional Civil Engineering license.
o May be required to arrange for the City to interview a candidate, at the Consultant’s expense, for a period of up to one (1) hour.

Typical Responsibilities – The staff will be under general direction of Engineering Division Manager, performing and overseeing various CIP projects from preliminary design to final construction. Examples of duties and responsibilities are as follow:
o Prepares RFP/RFQ for design and Construction Management and Inspection (CMI) services.
o Prepares and/or oversees design Plans, Specifications, & Estimates (PS&E). o Prepares and leads project bid processing, writes council agenda report, and executes contract.
o Oversees CMI services.
o Prepares Caltrans required submittals and coordinates review process (i.e. PES, E76 o and Contract award packages).
o Performs minor drafting, computing, and checking field operations as related to the layout and construction of pavement, curbs, gutters, sidewalk, traffic, utilities and other CIP.
o Performs LA Metro required project reporting, reimbursement process, etc. o Interprets and applies GREENBOOK, Caltrans Standards, City Standards, and other laws and regulations relating to CIP projects.
• Provide Permit Technicians to assist public at Engineering public counter (Not required to identify personnel at this time).
• Provide Construction Inspection services (Not required to identify personnel at this time), such as:
o CIP projects such as street rehabilitation; sewer or storm drain improvements, facility modifications and improvements; park rehabilitation and improvements. o Private development including paving, utilities, sewer, storm drains, paving, etc. o Repairs and improvements by private utility companies.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 7 | Page

SECTION III

SUBMITTAL REQUIREMENTS
The Proposal package shall be organized and presented in a neat and logical format relevant to the services requested. Submittals shall be clear, accurate, concise, and comprehensive. There is no page limitation, however, excessive, or irrelevant material will not be favorably received.

The Proposal should be in the order below and include the following:
• Cover
• Cover Letter
o Clearly indicate the on-call service category.
o Express why Consultant is interested in the RFQ.
o Include contact information for the person responsible for the Proposal and who will be the point of contract for the City.
o Include any unique attributes or distinguishing characteristics which would be of value to the City.
o State if any addendums have been received and include in the Proposal. o Statement regarding acceptance of Agreement and insurance requirements. o Letter shall be signed by an officer of the firm who is authorized to bind the firm to the contract. Include a statement to this effect.
• Firm Qualifications and Experience
o Describe firm’s background and experience.
o Describe your firm’s strengths.
o State how your firm produces deliverables free of errors and how you will address erros if they occur.
o Include experience and technical competence of subconsultants. o Familiarity of regional grants/competitive funds (SBCCOG & LA Metro) • Key Personnel and Experience
o Experience and history performing directly for local agencies within the last five years. o Include subconsultants if any.
• Organization Chart
• Similar Projects/Services
o Brief description of the project scope, personnel involved and their roles, plus agency and contact information of agency Project Manager/Engineer. o Projects that the firm was the prime consultant and responsible for management of any subconsultants.
• References
o Current contact information related to projects completed within the last five years. • Fee Schedule
• Resumes
Note: All licensed professionals in 'responsible charge' working on City projects (Engineers, Architects, Landscape Architects, and/or Surveyors) are required to disclose all disciplinary actions against them, including any future actions. Please provide a copy of any disciplinary actions with the proposal submission. Additionally, provide a statement if there are no disciplinary actions.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 8 | Page

SECTION IV

FEE SCHEDULE
A fee schedule should be included in the Proposal. This schedule should comprise a comprehensive list of positions and labor rates for all services provided by the prime consultant and all subconsultants. Rates should cover all necessary resources, including labor, equipment, materials, incidental reports, transportation, etc. Any percentage markup of subconsultant invoices shall be specified.

The fee schedule should remain fixed throughout the initial term of the Agreement unless formally amended by the City Council. Adjustment of the fee schedule can be negotiated if the City renews the Agreement.

The City is subject to prevailing wage laws, which apply to professional service providers and their subconsultants for whom the Department of Industrial Relations has established a wage determination.

This includes, but is not limited to, Field Soils Materials Testers, Operating Engineers, Surveyors, and Building/Construction and Specialty Inspectors.

Prevailing wage requirements apply when a Consultant and/or Consultant Team is awarded a contract for a specific project, which is designated by the issuance of a City Purchase Order.

SECTION V

SELECTION/EVALUATION CRITERIA
The Proposals will be evaluated by City of Gardena Public Works Department staff. The evaluation criteria will include:
• Presentation, completeness, clarity, organization, and conformance to the RFQ content. • Project Manager’s experience related to the City’s requirements and needs. • Familiarity/Experience related to the South Bay Cities Council of Governments (SBCCOG), Los Angeles County Metropolitan Transportation Authority (Metro), and Caltrans project programs, funding opportunities, grant writing, and their requirements. • Qualifications and resumes of staff members, subconsultants, and organization chart. • Similarity of the firm’s referenced projects completed within the last five years to the City’s expected projects.
• Availability and depth of staff and resources to deliver quality products on schedule, including work on short notice and under time constraints.
• References.
• Fee schedule.

During the evaluation period, the City may conduct negotiations with the most qualified consultants.

However, consultants should note that an award may be made without negotiations or discussions.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 9 | Page

SECTION VI

GENERAL CONDITIONS
By submitting a Proposal, the Consultant represents that they have thoroughly examined and become familiar with the requirements of this RFQ and are capable of performing quality work to achieve the objectives of the City.

The City reserves the right to withdraw the RFQ at any time without prior notice. The City makes no representations that any Agreement will be awarded to any Consultant responding to this RFQ. The City reserves the right to extend the deadline for Proposals, postpone reviewing the Proposals for its own convenience, reject any and all Proposals without indicating any reasons for such rejections, and negotiate with any qualified consultant. The City does not guarantee that successful firms will be provided with any projects.

The successful consultant(s) and sub-consultants are required to obtain and maintain a City of Gardena business license and insurance. The license and insurance shall be maintained for the duration of the Agreement. A current business license is not a prerequisite for submittal of the qualifications.

The City is not liable for any costs incurred by the Proposers before entering into a formal agreement.

Costs for developing the Proposal or any other such expenses incurred by the Proposer in responding to this RFQ and entirely the responsibility of the Proposer and shall not be reimbursed by the City.

The City is not responsible for Proposals which are delinquent, lost, incorrectly marked, sent to the wrong address, or sent by mail or courier service and not signed for by the City.

SECTION VII

AGREEMENT AND INSURANCE
The City’s standard Professional Services Agreement is included in Appendix A. The Consultant will be expected to enter into the Agreement without substantive changes. Any changes will require approval by the City Attorney. If there are any exceptions or if there are no exceptions, a statement to the effect shall be included in the proposal as well.

The City’s standard insurance requirements are included as part of the standard Professional Services Agreement included in Appendix A. The consultant shall procure and maintain throughout the duration of this Agreement.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 10 | Page

SECTION VIII
APPENDIX “A”
Gardena Standard Professional Services Agreement
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 1

CITY OF GARDENA

CONSULTANT AGREEMENT WITH XYZ
This Agreement is entered into this day of , 2024,
by and between the City of Gardena, a municipal corporation (“City”) and XYZ, a [state] [type of entity] (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree, as follows.

1. RECITALS. This Agreement is made and entered into with respect to the following facts:

A. Whereas, City is desirous of obtaining the as-needed professional on-call consultant services in the following category or categories:
• General Civil Engineering Design
• Construction Management and Inspection
• Traffic Engineering
• Architecture and Landscape Architecture
• Geotechnical Engineering, Geology and Material Testing • Staff Augmentation

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein, the parties hereby agree as follows:

2. TERM OF AGREEMENT. This Agreement shall commence upon execution and shall continue until completion, unless earlier terminated as provided below.

A. Either party may terminate this Agreement, without cause, by giving thirty (30) days written notice to the other party.

B. City may terminate this Agreement for cause by giving thirty (30) days written notice to Consultant. Lack of funding shall be considered cause for terminating this Agreement.

C. Upon termination, Consultant shall: (1) promptly discontinue all services affected, unless the notice directs otherwise; and (2) promptly deliver to City Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 2
all data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant in performing the services under this Agreement, whether completed or in progress. Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination; however, if the Agreement is terminated by City for cause, other than lack of funding, or by Consultant without cause, City shall be entitled to deduct any costs it incurs payment to another consultant for Services, which duplicate Consultant’s Services to date. In the event of termination for other than cause attributable to Consultant, Consultant shall be deemed released for liability for any work assigned but not completed as of the effective date of termination.

3. SERVICES. Consultant agrees to provide the services as specified in the City’s Request for Proposal (RFP), Exhibit A, attached hereto and incorporated herein by this reference (“services”). Unless otherwise specified herein, Consultant shall, at its sole cost and expense, furnish all facilities, equipment and personnel which may be required for providing the Services pursuant to this Agreement.

5. CONSULTANT’S PROPOSAL. This Agreement shall include Consultant’s proposal or bid to City’s RFP, which is incorporated herein as Exhibit B. In the event of any inconsistency between the terms of the proposal and this Agreement, it shall be resolved by giving precedence in the following order: (a) The Agreement (b) The Request for Proposal (Exhibit A) (c) The Consultant Proposal or Bid (Exhibit B).

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 3

9. MONITORING OF CONSULTANT. Consultant’s performance of this Agreement shall be continuously monitored by the Public Works Director/City Engineer.

Consultant shall be notified in writing of any deficiency in the performance of this Agreement in a timely manner by the Public Works Director/City Engineer.

10.COMPENSATION. Consultant shall be compensated as follows:

A. Amount. City shall compensate Consultant for services rendered pursuant to this Agreement at the rate specified in the attached fee proposal hereto and incorporated herein by reference. In no event shall compensation under this Agreement exceed _____________and 00/00 ($###.##) without the prior written authorization of the City Council.

Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.

C. Expenses. Consultant shall not be entitled to any additional compensation for expenses.

11.INSURANCE REQUIREMENTS.

A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 4
extensions hereto, and for periods after the end of this Agreement as may be indicated below, Consultant must have and maintain in place all of the insurance coverages required in this Section. Consultant’s insurance shall comply with all items specified by this Agreement. Any subcontractors shall be subject to all the requirements of this Section and Consultant shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Consultant’s insurance may cover all subcontractors.

C. Coverages, Limits and Policy Requirements. Consultant shall maintain the types of coverages and limits indicated below:

If the policy is written as a “claims made” policy, the retro date shall be prior to the start of the contract work. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. This policy Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 5
shall be issued by an insurance company which is admitted to do business in the State of California.

E. Deductibles. Any deductible or self-insured retentions over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to City shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or selfDocusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 6
insured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of losses and related investigations, claim administration and defense expenses.

Notwithstanding the foregoing, the Consultant shall not be liable for the defense or indemnification of the City for claims, actions, complaints or suits arising out of the sole negligence or willful misconduct of the City. Notwithstanding the foregoing, to Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 7
the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity and defense shall be limited to the extend required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or misconduct of Consultant. This provision shall supersede and replace all other indemnity provisions contained either in the City’s specifications or Consultant’s Proposal, which shall be of no force and effect.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 8
paid by City for employer contribution and/or employee contributions for PERS benefits.

16.NON-LIABILITY OF CITY. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 9
Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.

To City: City of Gardena
1700 West 162nd Street
Gardena, California 90247
Attn: Allan Rigg
Director of Public Works
To Consultant: XYZ
Address
XXXX, CA #####
Attn: Name
Tittle
Notices shall be deemed to have been served upon the date of personal service or three (3) working days after the same has been deposited in the United States Postal Service.

28.FAMILIARITY WITH WORK. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the difficulties and restrictions of the work under this Agreement. Should Consultant discover any conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City and shall not proceed, except at Consultant’s Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 11
own risk, until written instructions are received from City.

30.MAINTENANCE OF RECORDS. Consultant shall maintain for a minimum of three (3) years from the completion date of the Services under this Agreement, the following records:

D. The aforementioned records shall be made available to City or any authorized representative thereof upon request for audit.

31.BINDING EFFECT. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.

33.SECTION HEADINGS. The Section headings used in this Agreement are for reference purposes only and shall have no binding effect.

34.AUTHORITY TO EXECUTE. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 12

39.ELECTRONIC SIGNATURE. The parties hereby acknowledge and agree that electronic records and electronic signatures, as well as facsimile signatures, used in connection with the execution of this Agreement and electronic signatures, facsimile signatures or signatures transmitted by electronic mail in so-called pdf format shall be legal and binding and shall have the same full force and effect as if a paper original of this Agreement had been delivered and had been signed using a handwritten signature. City and Consultant (i) agree that an electronic signature, whether digital or encrypted, of a party to this Agreement is intended to authenticate this writing and to have the same force and effect as a manual signature, (ii) intend to be bound by the signatures (whether original, faxed or electronic) on any document sent or delivered by facsimile or, electronic mail, or other electronic means, (iii) are aware that the other party will reply on such signatures, and (iv) hereby waive any defenses to the enforcement of the terms of this Agreement based on the foregoing forms of signature. If this Agreement has been executed by electronic signature, all parties executing this document are expressly consenting under the United States Federal Electronic Signatures in Global and National Commerce Act of 2000 ("E-SIGN") and California Uniform Electronic Transactions Act ("UETA")(Cal. Civ. Code § 1633.1, et seq.), that a signature by fax, email or Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with XYZ Page 13
other electronic means shall constitute an Electronic Signature to an Electronic Record under both E-SIGN and UETA with respect to this specific transaction.

IN WITNESS WHEREOF, City and Consultant have executed this Agreement as of the date first hereinabove set forth.

CITY OF GARDENA CONSULTANT – XYZ
________________________________ _________________________________ Tasha Cerda, Mayor Name
ATTEST:

Sign:_____________________________
Title:
________________________________
Mina Semenza, City Clerk _________________________________ Name
APPROVED AS TO FORM:

Sign:_____________________________
Title:

Carmen Vasquez, City Attorney
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 2024 City of Gardena RFQ On-Call Professional Services
JUNE 4, 2024

RFQ FOR ON-CALL PROFESSIONAL SERVICES
ADDENDUM 01
TO: ALL RFQ HOLDERS
ADDENDUM NO. 1, AS DESCRIBED BELOW, IS FOR THE USE OF CONSULTANTS SUBMITTING THE STATEMENT OF QUALIFICATIONS OR RESPONSES TO THE CITY’S REQUEST FOR QUALIFICATIONS. ALL

CONSULTANTS SHALL INDICATE ON THE STATEMENT/PROPOSAL COVER LETTER THAT THEY HAVE RECEIVED THIS ADDENDUM NO. 1.

QUESTIONS & RESPONSES:

1. In regard to the subject RFQ Scope of Work for General Civil Engineering Design as shown on page 4, can you please confirm if the City would like us to include Geotechnical services as part of the Civil component as stated, since there is also a separate RFQ category for Geotechnical service on page 5? No, please submit a separate statement of qualifications if your firm is interested in providing services in the category of Geotechnical Engineering, Geology, and Material Testing. This category is intended for direct geotechnical services for the City. For General Civil Engineering Design, it is expected that the lead consultant will team up with your desired geotechnical consultant or your own qualified staff as needed to provide complete PS&E construction documents.

2. Can firms be both a prime consultant and a sub-consultant to another team in the same or different service category?
Yes, firms can be both.

3. Will the City allow the usage of the City’s logo in the proposal materials? Yes, the City will allow the usage of the logo.

4. Can you specify how “Associate, Civil, and Senior Civil” Engineers are classified? Is it based on number of years of experience or other criteria?
You may reference the City of Gardena’s job specifications as your minimum guideline:
https://www.governmentjobs.com/careers/cityofgardena/classspecs. The specifications for the Senior Civil Engineer position have not been developed. Therefore, assume that the job responsibilities are similar to those of a Civil Engineer, but require a minimum of 8 years of experience, including managerial experience. As mentioned, these specifications are minimal guidelines and consultants are encouraged to propose additional qualifications or experience to provide a competitive proposal.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 2024 City of Gardena RFQ On-Call Professional Services

5. Can you please confirm if firms are able to just submit a proposal for the geotechnical engineering/geology and material testing services or require having a team with a construction management company in order to pursue this?
Yes, you may just submit a proposal/statement for the geotechnical/geology and material services.

6. Do you anticipate consultants to support and prepare grant applications? The City may request services under General Civil Engineering, Traffic Engineering, Architecture and/or Landscape Architecture as applicable.

7. You are requesting references in the Similar Projects/Services and the References sections. Can you please clarify what information you would like in each section since both sections are asking for client contact information?
The information can overlap; however, Similar Projects/Services should identify specific projects with scope descriptions, key personnel and their roles, project dates, etc., as mentioned in the RFQ. The Reference Section should identify the current contact agency, person, phone number, and email so the reviewer can perform the reference check if necessary.

END OF ADDENDUM 01
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Exhibit B
Statement of Qualifications (SOQ)
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Onward Engineering
300 S. Harbor Blvd., Suite 814
Anaheim, CA 92805
(714) 533.3050 | www.oe-eng.com
City of Gardena June 13th, 2024
Public Works Department
1717 West 162nd Street
Gardena, CA 90247-3778
Attn: Kevin Kwak, Assistant Public Works Director
[email protected].

Subject: GENERAL CIVIL ENGINEERING DESIGN, CONSTRUCT ION MANAGEMENT & ins pection ,

TRAFFIC ENGINEE RING, ARCHITECTURE AND LANDSCAPE ARCHITECTURE, GEOTEC HNICAL

ENGINEERING/GEOLOGY AND MATE RIAL TESTING, AND STAFF AUGMENTATION ON-CALL

PROFESSIONAL SERVICE S
Onward Engineering (OE) is pleased to submit our proposal to provide Civil Engineering Design On-Call Professional Services for the City of Gardena. We understand that on-call assignments require a responsive, flexible, and experienced partner ready to meet the City’s needs promptly and efficiently. Our expertise in public works projects, particularly roadway and parkway improvements, ensures that we are well-equipped to handle any task with precision and care. Our team is prepared to respond quickly to your requests, providing reliable solutions that align with the City’s goals and standards.

Our team is the heart of our business, and we take pride in the dedication, expertise, and collaboration that our professionals bring to every project. Our experienced team of Project Engineers is led by our long-time Project Managers:
• Delfino “Chino” Consunji, PE: With decades of experience, Chino is renowned for his strategic project management and engineering acumen.
• Justin Smeets, PE, PLS: A licensed surveyor and professional engineer, Justin brings a unique blend of skills that enhance our project outcomes.
• Joe Dyer, PE: Known for his meticulous attention to detail, Joe ensures that every project meets the highest standards of quality and efficiency.
• Ignacio Ochoa, PE, TE, PTOE: With specialized expertise in traffic engineering, Ignacio plays a critical role in optimizing transportation infrastructure.
• Donald Hoppe: Donald’s extensive experience in project management ensures that projects are delivered on time and within budget.

Supporting these leaders is a capable team of Project Engineers, including Ryan Dennis, P.Eng.; Dayton Lowe; Jared Speicher, EIT; David Loria; Jason To; Eric Urso, LSIT; Henry Lu; and Leonard Phung. This team has worked together on numerous similar projects, fostering a seamless, confident, and familiar team dynamic. Their collective expertise and collaborative spirit enable us to tackle complex challenges and deliver exceptional results.

I would like to thank the City of Gardena for the opportunity to submit our proposal. I will be the officer authorized to bind OE to this Contract. This proposal shall remain valid for a period of not less than (120) days from the date of submittal. If you have any questions or would like any additional information, please feel free to contact me at: (714) 533-3050, or by email at: [email protected].

No addenda has been distributed for this proposal.

OE has read, understands, and agrees with the City’s Services Agreement, with no exceptions taken.

OE understands, can and will comply with the City’s insurance requirements.

We thank you for the opportunity to serve the City of Gardena.

Thank you,
Majdi Ataya, PE
President, Onward Engineering
Onward Engineering | Design Smarter. Build Better.
| 1
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 At Onward Engineering (OE), our mission is to set a new standard of excellence in consulting services for our clients, ultimately enhancing the quality of life in the communities we serve.

MISSION STATEMENT
Incorporated Year 2004
as a “C” Corporation in
the state of CA. 20 Years
in business 34 Employees
DESIGN Engineering
PROJECT Management
CONSTRUCTION Management
STAFF Augmentation
PLAN Check
CONSTRUCTION Inspection
surveying
California Secretary of
State business entity
number: C2640309
firm Details
Professional
SERVICES firm HISTORY
Onward Engineering
300 S. Harbor Blvd.

Suite 814, Anaheim, CA 92805
(714) 533.3050 | [email protected]
Legal name &
address
Firm ’s general informa tion
Tailored Solutions and Extensive Experience
OE specializes in delivering customized solutions tailored to the specific needs of each project. Our extensive experience with cities such as Downey, Diamond Bar, Norwalk, El Monte, La Mirada, Pico Rivera, West Covina, and Whittier has equipped us with the knowledge and skills necessary to address diverse challenges and expectations.

Leveraging Technology for Efficiency
We leverage advanced technology to enhance project efficiency and communication. Utilizing ClickUp for Agile Project Management, we ensure real-time updates and seamless collaboration, allowing the City of Gardena to stay informed and engaged throughout the project lifecycle. This approach ensures that we can quickly adapt to any changes or requirements, maintaining transparency and accountability.

Commitment to Quality and Communication
Quality assurance and quality control (QA/QC) are integral to our process. Majdi Ataya, PE, a former City Engineer, will serve as the QA/QC Manager, ensuring all deliverables meet the highest standards. Our QA/QC process includes three levels of review, ensuring that all documents are consistent, clear, correct, constructible, and complete—the 5 C’s.

We emphasize open and frequent communication, holding regular meetings and providing status reports to keep the City informed and address any concerns promptly. Our goal is to build a strong partnership with the City of Gardena, delivering high-quality services that meet your needs and exceed your expectations.

Executive Summary
SECTION 2: Firm Qualifications & Experience
Onward Engineering | Design Smarter. Build Better.

General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
| 2
2Firm qualifications & experience/similar projects
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 PHASE 1 SITE RESEARCH
meeting S
kick-off meeting•progress
meetings•submittal
meetings•council meetings•public
outreach meetings
research & review
atlas maps•survey
data•PMP•funding packages•asbuilts•environmental records•GIS data, etc.
utility notification
3 utility notices
*geotechn ical
investigation
*traffic studies
*environm ental
*prepar e federal
funding documents
(if needed)
PHASE3 final design
60% plans & Estima te
*traffic con trol plans
*traffic signal plans
*caltrans or
other permit
90% ps&E
100% ps&E
final ps&E
PHASE4 construction support
bid assistan ce &
cons truction suppor t
(attend pre-bid meeting•prepare
addenda•attend pre-construction
meeting•respond to RFIs•review
submittals•prepare as-builts)
PHASE2 preliminary design
*dron e mapping
*las er scann ing
*topogra phic survey
bas e sheet
preparation
road base map•ROW base map•utility
base map
site eval uation
conceptual plans or
35% plans & estimate
*lands cape plans
(if needed)
This Scope of Work represent our
typical Scope. Not all items may
reflect every aspect of a project
SECTION 2: Firm Qualifications & Experience
| 3
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
DESIGN ENGINEERING Scope of Work
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 surv ey mapping
Onward Engineering (OE) provides a wide range of surveying services to various clients throughout Southern California. OE works on staying at the forefront of technology so that we can use the latest tools in performing accurate and efficient surveys for our clients. We understand that Land Surveying is important for accurately locating the built environment relative to it’s surroundings and legal boundaries. Overall, land surveying is essential for effective land management, sustainable development, and the efficient use of natural resources. It provides accurate spatial information that underpins many aspects of modern society, from urban planning and construction to environmental protection and economic development. We can perform many types of land surveys to suit the City’s needs. In general we offer the following services:
topographic survey
A topographic survey is performed in order to collect the detailed information about an existing environment and plotted on a scaled map. The survey is meant to gather terrain information, vegetation, structures, visible utilities, grade breaks, and drainage patterns. OE performs a topographic survey using various tools in order to provide the most detail necessary for the City. This might involve cross sections at every 25’ or 50’ along a corridor to get detailed surface information.
laser scanning
OE collects topography data and photos using a terrestrial laser scanner. The laser scanner is equipped with a highspeed 3D scanning system that measures 500,000 points per second and HDR 360-degree images. The advantage of laser scanning is it provides high density accuracy, fast data collection, and a clear representation of the existing conditions using a colorized point cloud of the site as shown in the sample image.

The 3D point cloud produced allows linework to be quickly drafted and for a more accurate placement of objects for the existing utility appurtenances. Appurtenance geometry such as utility pole, fence and tree diameters are accurately documented as the entire circumferences of the objects are measured rather than the single point which is typically collected from a traditional survey. This allows a precise identification of ADA clearance issues to ensure an accurate design.

DRON E MAPPING
A site assessment is enhanced with the collection of high-resolution aerial photographs using our drone. Our team has three remote pilots licensed by the FAA to fly drones for commercial use. The aerial photographs allow us to accurately denote site surface features, areas of excessive pavement distress, utility notification markings, and street striping, as well as providing us with highly detailed reference data that cannot be achieved through traditional site evaluation methods. Additionally, the images collected are at a higher resolution than images provided by other sources and are ideal for use in the preparation of exhibits.

SECTION 2: Firm Qualifications & Experience
| 4
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 The images below, collected for a previous project, demonstrate the level of detailed information that can be collected using drone technology. The aerial photos collected are consolidated in post-processing to create complete street segments with very high levels of detail.

ADA RAMP DETAIL ASPHALT CRACKING
center line & right -of-way establish ment
Land surveying for centerline and right-of-way establishment involves precise measurements and documentation to define the path of roads, highways, railways, or other transportation corridors, as well as the boundaries of the land allocated for their construction and maintenance.

OE’s process involves researching existing maps and legal documents to determine the limits of the right-of-way, property boundaries, and easements. Our field crew then performs a field survey using a combination of GPS tools and conventional survey equipment to determine the centerline alignments and limits of the right-of-way. Our field crew then locates existing monuments along the corridor and references them to existing recorded maps. This survey is not a full boundary survey, but involves the field work necessary in determining the Centerline of the requested corridor.
constr uct ion staking
When performing construction staking, OE conducts a thorough review of the project plans, specifications, and relevant documents provided by the City and project stakeholders. We:
•Coordinate with the City, Project Engineer, Contractor, and other parties involved to understand the project requirements and schedule.
•Mobilize survey crews equipped with state-of-the-art surveying instruments, including total stations, GPS receivers, and data collectors, to the construction site. •Establish control points and reference benchmarks using precise surveying techniques for accurate georeferencing.
•Conduct field surveys to stake out critical construction points, including curbs, centerlines, flowlines, utilities, drainage features, structures, and other project elements, as per the project plans and specifications.
•Ensure that all staking is performed in accordance with applicable surveying standards, regulations, and best practices.
monument preservat ion & corner records
Monument preservation and the preparation of corner records are crucial tools for maintaining established markers to be referenced for future land surveys and locating centerlines and property lines. Preparing a corner record in California involves documenting the establishment and location of property corners and centerline monuments for land parcels.

Our survey crew meticulously gathers field data using advanced surveying equipment to accurately determine the coordinates and physical characteristics of each monument. This process typically includes researching historical records, conducting field surveys, and verifying monumentation to ensure the reliability and accuracy of the corner record. Once the necessary data is collected, our surveyors draft a detailed corner record document that includes a SECTION 2: Firm Qualifications & Experience
| 5
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 description of their monument type, dimensions, and relationships to adjacent features. The corner record is then submitted to the City for review and approval, and upon acceptance, it becomes an official record of the property corners for legal purposes.

The corner record serves as a vital reference for property owners, land developers, and government agencies in delineating property boundaries and surveyed corners, allowing for clarity and certainty in land ownership, property rights, and reliable survey records.
record of survey maps
This involves documenting survey data to create an official record of property boundaries, land divisions, and other survey-related information. Our Surveyors conduct field surveys to accurately measure and delineate area boundaries and document survey monuments, property corners, and other boundary markers. Our team then compiles the data into a detailed map that depicts the surveyed boundaries, easements, encroachments, and other relevant features whilst checking conformance with state and local surveying regulations and standards, including specific formatting requirements and technical specifications, and incorporating all necessary legal descriptions, notes, and annotations.

We then conduct quality control checks to identify, address and correct discrepancies or inconsistencies identified during the review process to achieve accuracy and integrity of the final map. Once approved, the map is signed and sealed by a licensed surveyor.
tract and parcel mapp ing
Tract and Parcel Maps define the subdivision of land into individual lots or parcels. Our Surveyors measure and delineate the boundaries of the tract or parcel, as well as any easements, etc. and then compile the collected data and draft a comprehensive map that depicts the layout and configuration of the subdivided land. For Tract Maps, which typically involve larger subdivisions, the map includes information about the layout of streets, blocks, lots, and common areas, as well as any applicable easements, dedications, or restrictions. Parcel Maps, on the other hand, focus on smaller subdivisions such as individual parcels with their respective boundaries, dimensions, and legal descriptions.

The drafting of the maps must adhere to strict regulatory requirements and standards established by the California Land Surveyors Act, including specific formatting guidelines, scale ratios, and technical specifications. We also incorporate any necessary legal descriptions, annotations, or notes to provide clarity and context to the map. The map undergoes review, quality control, and is then signed and sealed, certifying its accuracy and compliance with surveying standards. The completed map serves as a legally binding document that defines the boundaries and ownership of the subdivided land parcels.
temporary constr uct ion easements
OE establishes temporary rights-of-way and accesses permissions granted to construction crews or contractors for a specified period during the construction phase of a project. OE’s Survey crew defines the boundaries and terms of these temporary easements by conducting a thorough assessment of the construction site and project plans to determine the areas where temporary access or use of land is necessary.

This assessment involves identifying potential obstructions, existing property boundaries, and utilities. OE then works closely with project engineers, developers, and landowners to determine the limits for the temporary easements.

This involves drafting legal descriptions and exhibits of the temporary easements. We work closely with the City and Engineer to include the duration of access, permitted activities, compensation (if applicable), and any restrictions or requirements imposed by the landowner or regulatory authorities.

The most effective Construction Management (CM) approach begins during the design phase. Emphasizing design quality and clarity is the best way to minimize change orders, claims, and construction costs. Our QA approach focuses on creating well-documented, well-designed plans and specifications that meet a high standard of quality. This means our designs must be Clear, Complete, Correct, Consistent, and Constructible (the “5 C’s”).

Providing contractors with high-quality plans allows them to understand exactly what to bid on, minimizing areas of interpretation. The requirement for public bidding further incentivizes our design engineering team to achieve both quality and clarity in project plans and specifications. Our primary goal is to achieve the highest project quality by implementing and maintaining accuracy and consistency across all calculations, drawings, and specifications in project documents.
ground
level
Drafting • Calculations • Document
Formatting
pm
level
Design
Compliance • Project Intent
Compliance
qa
level
Completeness
of Document • Verify “Biddable”
Plans
1 2 3

ERROR MITIGATION
This three tiered review allows for error mitigation
on 3 separate levels of detail:

INITIAL
PEER
REVIEW

PROJECT

MANAGER
REVIEW

QUALITY

ASSURANCE
REVIEW
1 2 3
plan review
Our documents will go through 3 levels
of review prior to each submittal:

Plan checks will check that the plans meet the 5 C’s: Consistent, Clear, Correct, Constructible, and Complete.

QC Quality Control (QC) involves performing all activities in conformance with valid requirements, regardless of their overall contribution to the design process. Good CAD techniques, attention to detail, and ensuring that plans are accurate and useful to the contractor are essential components of quality.

Our project engineers and project managers understand that quality results from a series of processes. It requires a team to perform numerous appropriate activities at the right times during the plan development process. QC is not just a final review; it is an ongoing approach that emphasizes quality throughout every phase of the design process.

At OE, we believe in designing smarter and building better. Our design team adheres to established design policies, procedures, standards, and guidelines in the preparation and review of all design products, ensuring compliance and good engineering practices as directed by the Project QC Plan. This continuous focus on quality helps us deliver superior results for every project.

The elements of the QC Plan are as follows:
• PROJECT INFORMATiON: Title | Number | Location | Description | Plan Scope | Plan Overview • PROJECT SPECIFICATIONS: PS&E | Industry Quality Standards | OE Quality Standards | Other Specifications • PROCESS CONTROL: Quality Control Tasks Listing | Process Coordination | Process Communication • PROJECT ORGANIZAT ION & COMMUNICATION: Key Personnel | Responsibilities | Authority | Chain of Communication • DESIGN CONTROL: Design Plan | Design Reviews
• CONTROL OF NONCONFORMITY: Identifying | Recording | Reporting • PROJECT CLOSE-OUT: Closeout Checklist | Closeout Report | Lessons Learned SECTION 2: Firm Qualifications & Experience
| 7
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 pro ject CONTROLS
Effective project controls are essential for managing and delivering successful projects. At OE, our project controls framework encompasses a range of activities and processes designed to ensure that projects are completed on time, within budget, and to the required quality standards. Below are the key components of our project controls approach. design kick-off meeting & project meetings
The kickoff meeting is a critical first step in setting the stage for a successful project. During this meeting, we:
• Establish project goals and objectives as well as any technical requirements. • Define roles and responsibilities.
• Review the project schedule and milestones.
• Discuss potential risks and mitigation strategies.
• Set expectations for communication and collaboration.

Regular project meetings are held to monitor progress, address any issues, and keep all stakeholders informed. These meetings facilitate open communication, ensuring that everyone is aligned and working towards the same goals.

SCHEDULE CONTROL
Monitoring the project schedule is vital to identify any delays early and take corrective actions. Our approach includes:
• Regularly updating the project schedule. • Comparing planned progress with actual progress. • Identifying the root causes of any slippage. • Implementing corrective measures to get the project back on track.

We hold two internal meetings weekly: one for status updates and the other for resource allocation. These meetings help us stay aligned, address any emerging issues promptly, and ensure that resources are used effectively to keep the project on track.

Ear ned Value & Planned Value Report ing
To support this process, we prepare Earned Value (EV) Reports and Planned Value (PV) Reports on a monthly basis.

These reports help us:
• Assess the “Health of Schedule” by comparing the value of work planned (PV) to the value of work actually completed (EV). • Proactively identify schedule variances and areas that may require corrective action. • Provide transparency and insight into project progress for all stakeholders.

By proactively tracking schedule slippage and using EV and PV reports, we minimize delays and keep the project moving forward.

Agile Project Management
We also use ClickUp to monitor and track workload and resources. ClickUp enables us to manage tasks, allocate resources efficiently, and monitor project progress in real-time. Various views within ClickUp help us manage different phases of the project, such as utility notifications and research. It also supports views like Task List, Gantt Chart, and Kanban Boards. This tool supports our Agile Project Management (PM) practices by allowing us to:

SECTION 2: Firm Qualifications & Experience
| 8
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 • Break down projects into manageable tasks, sub-tasks and checklists. • Adjust priorities dynamically based on project needs. • Facilitate collaboration and communication among team members. status update reports
OE provides comprehensive status update reports to keep all stakeholders informed about the project’s progress.

These reports include:
• A summary of completed tasks and milestones.
• An overview of upcoming activities.
• Identification of any issues or risks.
• Recommendations for corrective actions.
• Updated project timelines and forecasts.
• Access to ClickUp for real-time collaboration with the City. • Inclusion of Earned Value (EV) and Planned Value (PV) reports for transparent progress tracking.

These reports ensure transparency and enable informed decision-making. document CONTROL
Proper document control is essential for maintaining project integrity and ensuring that all project documents are accurate and accessible. Our document control practices include:
• Utilizing Box Enterprise as our document management system. • Operating on a HIPAA-certified, enterprise-grade, cloud filing system. • Mapping all of the City’s standards, folder structures, templates, and document formats for implementation. • Storing all documents on our cloud-based Box Enterprise account. • Allowing secure, remote access and review of our entire filing system by City staff. • Ensuring compliance with project requirements and Caltrans’ LAPM filing requirements. • Enabling City staff to select passwords for access to view, upload, or download any project files (e.g., PS&E, schedules, utility logs, field observations, daily reports, photo diaries) without changing the City’s existing IT framework. • Providing flexible access to project files from anywhere and on any device, and enabling access to select files for other collaborators.

Effective document control helps prevent misunderstandings and ensures that everyone is working with the latest information.
cost CONTROL
One of our core corporate philosophies is honesty and transparency, and costs and budgeting are no exception.

Our cost control measures include:
• Using advanced financial software to prepare invoices and reports. • Allowing the City to request billing statements at any time during the billing cycle. • Providing real-time reports of hours and expenses, enabling the City to easily compare proposed resources to resources used and/or remaining.
• Ensuring the budget is reliable and accurate, and falls within the City’s allotted budget. • Demonstrating flexibility in reducing project costs or staying within the budget.

QA/QC MANAGER

CITY OF GARDENA

OE SURVEY TEAM
NOTE: OE will make available key personnel to the extent proposed and for the duration of the required services. No person designated as “key” shall be removed or replaced without the prior written concurrence of the City.

PROJECT ENGINEE RS

SUB -CONSULTANT

PROJECT MANAGERS
organizat ional chart
NOORZAYGEO, INC.
maihan noorzay, ms, pe, ge
Principal Engineer
(951) 264-9023 | [email protected]
16817 Rainy Vale Avenue, Riverside, CA 92503
NoorzayGeo
Geotech Investigation

DAVID LORIA

as: 3D Computer Animation, Brooks
College, CSULB, 2004
faa lice nse d #4098277: Drone Pilot
leica geosyste ms: Cyclone Point Cloud
eos syste ms: Analysis/3D Modeling
Topcon: Scan Master Point Cloud
autodes k: AutoCAD/Civil 3D Certified
+ Revit, 3D Max, Recap
100%
available

JUSTIN SMEET S - PE, PLS, QSD

BS: Civil Engineering, CSUF, 2007
pe: Professional Engineer, #78314
pls: Professional Land Surveyor, #9293
qsd: Qualified SWPPP Developer #00852
OCTA (prior) certified: Pavement
Conditions Analysis
100%
available

LEONARD PHUNG

BS: Civil Engineering, University of
Transport, Ho Chi Minh, Vietnam
Design: Roadway; Drainage; Slope
Stability
100% tech: AutoCAD/Civil 3D; InfraWork
available

HENRY LU

BS: Civil Engineering, University of
Transport, Ho Chi Minh, Vietnam
Design: Roadway; Drainage; Slope
Stability; Utility
100% tech: AutoCAD/Civil 3D
available

MAJDI ATAYA - PE

BS: Civil Engineering, CSULB, 1981
mpa: All Coursework, CSULB, 1993
pe: Professional Engineer, #39392
city of la habra :
(former) Deputy Director of Public Works
(former) City Engineer
100%
available

RYAN DENNIS

BS: Civil Engineering,
University of Calgary, 2005
minor: Environmental Engineering,
University of Calgary, 2005
p.Eng: Professional Engineer (Canada)
Tech: AutoCAD/Civil 3D
100%
available

DAYTON LOWE

course work: Civil Engineering,
Construction Management & Technology,
Broward College
OCTA (prior) certified: Pavement
Conditions Analysis
Tech: AutoCAD/Civil 3D
100%
available

JASON TO

BS: Civil Engineering, CSUF
exper ience : Surveying; Soil Mechanics;
Reinforced Concrete/Structural Steel
Design
100% tech: AutoDesk/AutoCAD & ArcGis/RAM
available

ERIC URSO - LSIT

BS: Civil Engineering, The Citadel Military
College of South Carolina
ms: Geographic Information Science,
CSULB
lsit: Land Surveyor-in-Training, #9297
tech: Survey CAD; AutoCAD/Civil 3D
100%
available

JARED SPE ICHER - EIT

BS: Civil Engineering, CSULB
eit: Engineer-in-Training, #179155
Tech: AutoCAD/Civil 3D; InfraWorks;
BlueBeam
100%
available

IGNACIO OCHOA - PE , TE , PT OE

BS: Civil Engineering, CSULB
pe: Professional Engineer, #35217
TE: Traffic Engineer #1183
PTOE: Traffic Operations Engineer
100 (former) Deputy Director & Chief Engineer %
available

JOE DYER - PE

BSce : Civil Engineering, Ohio State
University, OH
ms & phd progra m: Virginia
Polytechnic Institute & State University, VA
pe: Professional Engineer, #31626
te: Traffic Engineer #1200
100%
available

DONALD HOPPE - PE

BS: Civil Engineering, Cal Poly, Pomona
MA: Public Administration, CSUF
pe: Professional Engineer, #34820
Technical Steering Committee
100%
available
DELFINO “CHINO CONSUNJI- PE

BS: Civil Engineering,
University of the Phillippines, 1986
pe: Professional Engineer, #57908
•Engineering Management Construction,
UCLA Extension, 1991
•Building Construction & Management,
AOTS Japan, 1990
•Inland Navigation & Management,
IFIT Belgium, 1989
100%
available
SECTION 3: Key Personnel & Experience
Onward Engineering | Design Smarter. Build Better.
| 10
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
3 key personnel & experience/organization chart
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 glendal e FY 2023-24 Pavement Management Progra m Implementat ion Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided Design Engineering services to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping; and surveying well monument installations and replacements. Additional work included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance work within the City’s right-of-way.
•Reference: Yazdan T. Emrani, PE, Director - (818) 548-3950 - [email protected] - 633 E. Broadway Street, Suite 209, Glendale, CA 91206

GLENDORA CUL -DE-SACS STREET IMPROV EMENTS & WATER MAIN REPLACEMENT PROJECT Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided engineering design services on the Cul-De-Sacs Street Improvements & Water Main Replacement Project for the City of Glendora. This included the design of nearly 7,000 LF of new 8-inch ductile iron/C909 PVC water mains to improve flow, pressure and fire protection, along with 311,000 SF of streets requiring improvements. Other work included a striping enhancement concept to incorporate marked class II bike lanes, repurposing crosswalk warning lights, reconstructing and replacing 16 ADA curb ramps for compliance, traffic signal inductive loop replacement, and water main appurtenance installation and replacement. A section of pipeline located at Bennett Avenue near Valencia Street had passed beneath a storm drain, requiring directional drilling to facilitate new water main installation through the area. This was accompanied by assessments of fire hydrants, air and vacuum release valves, and water meters and services laterals.
•Reference: Maliha Ansari, Principal Engineer - (626) 914-8294 - [email protected] - 116 E. Foothill Blvd., Glendora, CA 91741
NORWALK LOCAL RESIDENTIAL STREETS REHABILITATION , ZONE 19 PROJECT, PHASE II Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided design engineering services on phase 2 for the City of Norwalk’s Local Residential Streets Rehabilitation, Zone 19 Project. The pavement management zone limits were bound by Stranstead Avenue to the west, Priscila Street to the north, Shoemaker Avenue to the east, and Rosecrans Avenue to the south, containing approximately 37,500 linear feet (7.1 miles) of local road surface that was slated for rehabilitation. The project was split into two phases:

Phase A for concrete work, and Phase B for asphalt work, with the objective of improving the PCI for residential streets, extending the useful roadway life to at least 20 years, improving drainage, upgrading to safer and easier ride quality streets with greater pedestrian access, minimizing future maintenance costs and enhancing aesthetics.

The scope called for the development of PS&E to include a total of 94 ADA curb ramps and 8 slotted cross gutters, along with driveway apron construction, utility appurtenance adjustments and relocation, and signing and striping replacement. Also for this project, OE utilized its state-of-the-art high-speed 3D point cloud laser scanner to conduct surveys of approximately 60 existing centerline monuments for preservation. •Reference: Raymond Velasco, Principal Civil Engineer - (562)-929-5723 [email protected] - 12700 Norwalk Blvd., Norwalk, CA 90650
Firm Experience
SECTION 4: Similar Projects/Services
Onward Engineering | Design Smarter. Build Better.
| 11
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
4 similar projects/services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 san bernard ino MT. VERNON STORM DRAIN PROJECT
Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided design engineering services for the City of San Bernardino on the Mt. Vernon Storm Drain Project.

The project consisted of constructing approximately 2,700 linear feet (0.51 miles) of storm drain pipe along Mt.

Vernon Avenue. This was between existing manholes at the 16th Street and Cajon Boulevard intersections that also required replacement. OE conducted a hydrology/hydraulic analysis to verify if a 48-inch diameter storm drain pipe was sufficient in handling future storm events, as per the City’s Storm Drain Plan recommendations. Additional work included the reconstruction of an existing concrete island that intersected the path of the storm drain pipe, reconstructing 15 curb returns and 45 driveways to ADA required standards, a geotechnical investigation, a pavement analysis and the rehabilitation of 140,000 SF of asphalt pavement. Legal descriptions and plats were also required for Temporary Construction Easements that were needed for private parcel improvements. •Reference: Mirela Grigorescu, Assistant - [email protected] - (909) 384-5202 - 201 N. E St., 2nd Fl, San Bernardino, CA 92401
fullerton Euclid Roadway & Sewer Rec onstr uct ion Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided Design Engineering services to the City of Fullerton on the Euclid Roadway and Sewer Reconstruction from Williamson to Fern Project. The project consisted of reconstructing or resurfacing approximately 3,700 linear feet of arterial streets between Fern Drive and Williamson Avenue and replacing approximately 1,700 feet of sewer mains between Malvern Avenue and Commonwealth Avenue. The project also included reconstructing 9 ADA ramps to bring them up to the most current ADA standards. The sewer work included removing the existing 10-inch VCP and replacing it with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits at Fern without upsizing. The worked also included removing the manholes at the center of the Euclid Street/Chapman Avenue intersection and establishing a new connection point approximately 50 feet to the east along Chapman Avenue as well as reconstructing the double barrel siphon and adjusting invert elevations to achieve a suitable slope. The design utilized a trenchless method to install the siphon beneath the OCPW Brea Creek Channel. Additional tasks included adjusting manhole elevations and reconnected service laterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewalks and driveways where required. The City utilized SB1 funds for the road rehabilitation and local funds for the sewer improvements. •Reference: David Grantham, PE, PW Engineer - (714) 738-6853 - [email protected] - 303 W. Commonwealth Ave., Fullerton, CA. 92832
lomita 247th Street Area Water Main Rep lace ment Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided Design Engineering services to The City of Lomita for the 247th Street Area Water Main Replacement Project. The project limits were located at several street locations, which included 246th Street, 247th Place, 248th Street, Western Avenue and Lomita Boulevard and involved the installation of 3,300 linear feet of new 6-inch PVC water mains to provide improved flow, pressure, and fire protection. The existing 4-inch/6-inch water main systems were constructed between 1928 and 1930 and had exceeded its useful service life. The proposed water main was installed parallel to the existing main while keeping the old line in service to minimize downtime for the public. All fire hydrants, service laterals, valves, blowoffs, air release valves, and other associated water appurtenances were replaced, and sectional pavement, curb gutter and sidewalk were removed and reconstructed according to ADA standards and drainage patterns. Encroachment permits from Caltrans and the City of Los Angeles within their jurisdictions were secured. Funding was sourced from the City’s CIP Program and the FEMA Hazard Mitigation Grant Program. •Reference: Mondher Saied, PE - Sr. Civil Engineer - (310) 325-7110 x110 - [email protected] - 24300 Narbonne Ave., Lomita, CA 90717
SECTION 4: Similar Projects/Services
| 12
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 whittier annual pavement rehabilitat ion project , phases 1-4 Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided the City of Whittier with Engineering Design and Surveying services through 4 phases of their Annual Pavement Rehabilitation Project. The project purpose was to rehabilitate approximately 49,000 linear feet (9.3 miles) of 46 streets with a variety of slurry and cape seal, and grind and overlay in order to achieve an extended pavement service life while minimizing future maintenance needs, improve safety and enhance aesthetics. The required work involved pavement, curb, gutter and sidewalk repair and rehabilitation, reconstructing 62 ADA curb ramps (52 with missing truncated domes), replacing 9 cross gutters, utility appurtenance adjusting and relocating, and signing and striping. The project also required Caltrans Encroachment Permits for streets around Whittier Boulevard, and permits for the Union Pacific Railroad (UPRR) due to street proximity to the right-of-way on the southwest end. OE’s in-house Laser Scanner was utilized to capture visible indications of surface utilities, trees, utility poles, luminaries, fencing, walls, sidewalks, hardscape, signs, and edge of pavement lying within the ramp locations, as well as lip of gutter, flowline, top of curb, and back of walk elevations were documented. The survey also extended beyond the ramp’s BCRs/ ECRs to ensure proper tie-in to the existing infrastructure. •Reference: Michelle Chapman, PE, Civil Engineer - (562) 567-9500 - [email protected] - 13230 Penn St.,,Whittier, CA 90602
fountain valley Heil Avenue & Ward Street Reha bilitat ion & Res urfac ing Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided professional design services to the City of Fountain Valley on the Heil Avenue and Ward Street Rehabilitation and Resurfacing Project. The street limits extended along two roadaways-around 5,200 linear feet (1- mile) from Euclid Street to Harbor Boulevard on Heil Avenue, and 700 linear feet, from Edinger Avenue to the North City limit (150 feet north of Margarita Avenue) along Ward Street. The project called for OE’s specialized detailed assessment of the roadway conditions and to draft a comprehensive analysis of the best potiential rehabilitation methods which included verifying record drawings and data, evaluating pavement and concrete infrastructure conditions, identifying proposed private property improvements and requirements, and taking inventory of roadway signage and existing pavement markings. The site features, utility appurtenance locations, and street striping was documented by use of our drone. Substantial improvement needs within the street right-of-way included manholes; valve covers; utility vaults; poles; appurtenance and covers; signs and sign posts; trees; traffic signals and poles; local depressions; catch basins; fire hydrants; parkway drains; disrepaired curb, cross gutter and sidewalk; non-ADA compliant curbs and ramps, and driveways; and signing and striping. •Reference: Regino DeAvila - (714) 593-4515 - [email protected] - 10200 Slater Ave., Fountain Valley, CA 92708 laguna beach zone 3 collect or road impr ovements
Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided Civil Engineering Design services to the City of Laguna Beach for the development of Plans, Specifications & Estimates for street improvements of Park Avenue, from Glenneyre Street to Wendt Terrace; Glenneyre Street, from Park Avenue to Thalia Street; and Thalia Street, from Temple Hills Drive to the South End The City. The project consisted of rehabilitating approximately 3,200 linear feet of Park Avenue, 2,500 linear feet of Glenneyre Street, and 2,500 linear feet of Thalia Street. Additional tasks include analyzing crown slopes at pedestrian crossings to reduce crossfall and steep crowns, as needed, along with utility adjustments, a record of survey on Thalia Street, a two-phase set of traffic control plans, and signing and striping. Traffic control and detour plan phasing was also included in order to accommodate the summer moratorium. For Thalia Street, OE prepared a Record of Survey and filed with the County of Orange illustrating the existing centerline from Temple Hills Drive to the southwest end. •Reference: Joshua McDonald, PE - (949) 497-0728 - [email protected] - 505 Forest Ave., Laguna Beach, CA 92651 SECTION 4: Similar Projects/Services
| 13
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 el monte Durfee Avenue & Ramona Boulevar d Sidewalk Impr ovements Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided the City of El Monte with design engineering services for the Durfee Avenue & Ramona Boulevard Sidewalk Improvements Project (CIP No. 002). The project limits included two areas. The first was south side of Ramona Boulevard, between the eastern city limit - west side of San Gabriel River Trail – and Durfee Avenue (1,115 linear feet). The second location was on both sides of Durfee Avenue, between Ramona Boulevard and the address of 4000 Durfee Avenue (2,525 linear feet). The project had five main objectives. (1) reconstruct sidewalks, driveways, and curb ramps within project limits as necessary to comply with current ADA requirements. (2) identify surface utilities preventing ADA compliance and provide design alternatives that include constructing around the interfering utilities or relocating them. (3) evaluate existing infrastructure (sidewalks, driveways, and curb ramps) for adherence to current ADA requirements. (4) construct new ADA compliant sidewalk where absent. (5) ensure all improvements are constructed within the existing right-of-way.
•Reference: Jimmy Chung, PE, Associate Civil Engineer - [email protected] - (626) 580-2058 - 11333 Valley Blvd., El Monte, CA 91731
lake forest ADA Access Ramp Impr ovements, Phases 13 Thr u 17 Project (CDBG Funded) Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided engineering design services for the City of Lake Forest’s ADA Access Ramp Improvements, Phases 13-17 Project, which was funded through the Community Development Block Grant. The goal of the project was to re-design existing access ramps to meet compliance with the ADA State of California Building Code, Title 24 Standards along with County of Orange Standard Plans, which required a full cultural resources study and report of California Historical Resources, a Sacred Lands search, a Reconnaissance Report, and a pedestrian field survey of the project area. This 5 phase project required a total of 113 ramp designs, reconstruction and replacement for a period of 3.5 years. The ramps components included landing widths, side flares, and landing/running/counter and sidewalk cross slopes. Also adjacent sidewalk, curb and gutter replacements were made as necessary to accommodate the new ramps. lake forest Tra buco Road Res urfac ing Project (Peach wood to Bake Par kway) Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE was awarded this project to prepare full design Plans, Specifications and Estimates (PS&E) to the City of Lake Forest on the Trabuco Road Resurfacing Project for road resurfacing on Trabuco Road, between Peachwood Parkway and Bake Parkway. The work required the construction of 11 ADA ramps and 2 ADA driveways in total, median curb height construction, along with curb gutter and sidewalk repairs, and signing and striping replacement. The main objective is to improve the PCI for Trabuco Road following our team’s professional assessment of the existing pavement conditions in order to extend the useful service life of the streets, improve safety by upgrading to safer streets with better ride quality and pedestrian access, minimize future maintenance needs and costs, and enhance aesthetics. •Reference: Dennis Jue, Deputy City Engineer - (949) 461-3488 - [email protected] - 100 Civic Center Drive, Lake Forest, CA 92630
la habra California Water Domest ic Pipeline Improvements Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided the City of La Habra with design engineering services on the California Water Domestic Pipeline Improvements Project. The City of La Habra annexed a portion of the County of Orange Water Mains in the City. The existing water mains were found to be deficient and needed to be upgraded to C900 HDPE pipe. The project spanned over 14,000 linear feet and included water mains varying in size from 6” to 12”, new hydrants, new meters and some new services to the house. The project included new water mains in a new alignment in order to keep the existing main functioning during construction.
•Reference: Brian JonesWater & Sewer Manager - (562) 383-4170 - [email protected] - 621 W Lambert Rd, La Habra, CA 90631 SECTION 4: Similar Projects/Services
| 14
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 cos ta mesa Newport Boulevar d Widening Impr ovements Project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided the City of Costa Mesa with Design Engineering services on the Newport Boulevard Widening Improvements Project. The project consisted of widening a portion 77 Fair Drive of southbound Newport Boulevard to accommodate a fourth through lane and improve its Level of Service from the current “F” rating (ranging from

1.10 to 1.30). The section of roadway that was enhanced extended approximately 2,700 linear feet southwest from 19th Street to the Superior Avenue turn-off located northeast of 17th Street. The project is located within Caltrans jurisdiction and required traffic signal modifications, utility and street light relocations, and right-of way acquisitions to accommodate the additional through lane and right-turn pockets. •Reference: Jennifer Rosales, Project Manager - [email protected] - (714) 754-5180 - 77 Fair Drive, Costa Mesa, CA 92626
jurupa valley ada impr ovement project
Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided the City of Jurupa Valley with Professional Design Services for the 2018-2019 ADA Improvement Project.

The project consisted of establishing 6 new ADA compliant parking stalls on Mission Boulevard between Riverview Drive and Crestmore Road.The project is within a primarily commercial zone and extends approximately one mile.

ADA parking stall locations were determined based on a detailed evaluation of the existing street configuration and surrounding land uses. Priority was given to locations where private property ADA parking stalls do not exist and where the stalls would provide accessibility to key services such as medical facilities and transit services. ADA parking stalls were placed near curb ramps. Due to the presence of raised medians at the ends of the parking stalls, access to most curb ramps would require traveling around the medians and into the traffic lanes. Where feasible, parking stalls were placed near existing curb ramps; existing curb ramps were assessed for ADA compliance and some required modifications or reconstruction. In locations where safe access to curb ramps could not be achieved utilizing the existing infrastructure, construction of new custom curb ramps was proposed. •Reference: Chase Keys, CIP Manager - (951) 332-6464 x235 - [email protected] - 8930 Limonite Avenue, Jurupa Valley, CA 92509
west cov ina cameron avenue sewer main replace ment project Majdi Ataya Justin Smeets Ryan Dennis Dayton Lowe David Loria Jared Speicher Jason To Eric Urso Leonard Phung Henry Lu project
team
OE provided Design Engineering for the City of West Covina on the Cameron Avenue Sewer Main Rehabilitation Project. This project upgraded the sewer main on Cameron Avenue between Citrus Street and 750 feet east of Inman Road. The improvements, classified High Priority by the City’s Sewer System Management Plan, entailed upsizing the 10-inch sewer main to a 15-inch vitrified clay pipe using the pipe bursting method. Six manholes and approximately 27 laterals were part of the project, and alignment of the sewer was about 10 feet south of the centerline. The sewer main was connected to a 10-inch Los Angeles County line about 200 feet west of Citrus Avenue. OE contacted the County to recommend expediting its upgrade so all work could be done at once. •Reference: Monica Heredia,PE, Deputy Director/City Engineer (now in Pico Rivera) - (562) 801-4965 - [email protected] - 6615 Passons Boulevard, Pico Rivera, CA 90660
SECTION 4: Similar Projects/Services
| 15
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 5: References
Onward Engineering | Design Smarter. Build Better.
| 16
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
5 references
Civil Engineering Design
joshua mcdonald, pe
Project Manager
(949) 497-0728
[email protected]
505 Forest Avenue
Laguna Beach, CA 92651
jennifer rosales
Project Manager
(714)754-5180
[email protected]
77 Fair Drive
Costa Mesa, CA 92628-1200
monica heredia, pe
Deputy Director/City Engineer
(now in Pico Rivera)
(562) 801-4965
[email protected]
6615 Passons Boulevard
Pico Rivera, CA 90660
chase keys
CIP Manager
(951) 332-6464 x235
[email protected]
8930 Limonite Avenue
Jurupa Valley, CA 92509
Mirela grigorescu,
City Engineer Assistant
(909) 384-5202
[email protected]
201 North E Street, 2nd Floor
San Bernardino, CA 92401
noe negrete
Public Works Director/City Engineer
n o e n e g r e t e @ s a n t a f e s p r i n g s . o r g (562) 409-7540 ext. 7611
11710 E. Telegraph Road
Santa Fe Springs, CA 90670
raymond velasco
Principal Civil Engineer
(562) 929-5723
[email protected]
12700 Norwalk Boulevard
Norwalk, CA 90650
michelle chapman, pe
Senior Civil Engineer
(562) 567-9500
[email protected]
13230 Penn Street
Whittier, CA 90602
yazdan t emrani, pe
Director of Public Works
(818) 548-3950
[email protected]
633 E. Broadway Street, Suite 209,
Glendale, CA 91206
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 6: Fee Schedule
Onward Engineering | Design Smarter. Build Better.
| 17
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
6fee schedule
The hourly rates above are our fee schedule. Any additional work will be negotiated utilizing those hourly rates.

DESIGN ENGINEERING
role cost (hourly)
QA/QC Manager $200.00
Project Manager $190.00
Project Engineer $140.00
Traffic Engineer $200.00

ADM INISTRATION
role cost (hourly)
Administrative $90.00
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 7: Resumes
Onward Engineering | Design Smarter. Build Better.
| 18
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
7 resumes
MAJDI ATAYA, pE

QA/QC MANAGER
43 Years of
Experience
fields of expertise:

ROADWAY PAVEMENT ADA RAMP SIDEWALK WIDENING

QUALIFICATIONS
PE #39392 Registered Civil Engineer • BS: Civil Engineering California State University, Long Beach, 1981 • MPA:

Full Coursework California State University, Long Beach, 1993 • Former TAC Chairman Orange County Transportation Authority • Former President Engineer’s Flood Control Advisory Committee • Former President & Honoree Engineer’s Association of Orange County

BACKGROUND
Majdi is the Principal-In-Charge of Ownard Engineering. Majdi Ataya, Professional Engineer and Former Deputy Director and City Engineer for the City of La Habra’s Public Works Department, is a seasoned engineer with over 43 years of solid and diversified experience in the public works sector. He is extremely familiar with the process of project management and design. He is a highly effective communicator and manager with an outstanding assimilation ability.

Majdi is able to adapt and relate to all levels of management, and retain high energy levels and enthusiasm for the project at hand. Majdi understands the importance of excellent communication with public agencies and will be a dependable extension of your staff.

EXPERIENCE
FY 2023-24 Pavement Management Program Implementation Project, Glendale Majdi served as the QA/QC Manager to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping; and surveying well monument installations and replacements. Additional work included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance work within the City’s right-of-way.

IrvINe CeNter drIve pavemeNt rehaBIlItatIoN, iRvinE
Majdi was the QA/QC Manager for the City of Irvine to rehabilitate 1.5 miles of this 6-lane arterial and major thoroughfare. The project spanned Irvine Center Drive, from Jeffrey Road to Culver Drive, and the design phase included stretches of full-depth reconstruction combined with a grind and overlay of the entire roadway, 6,300 SF of sidewalk, 15,800 LF of median curb, 136 traffic loops, 30,000 SF of landscaping and irrigation, and upgrading ramps to meet ADA compliance. Plans included full plan and profile view, striping and signing plans, traffic control, phasing plans, landscaping plans, construction specifications, and engineer’s estimate. OE was required to submit draft plans to utility agencies to ensure conflicts were not encountered during construction. Along with the design, OE also provided construction support services, including responding to RFIs, attending meetings, providing assistance related to change orders, and reviewing contractor’s submittals for conformance with contract documents. OE prepared as-built documentation in accordance with the City of Irvine standards.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 7: Resumes
| 19
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services

NIGUEL ROAD STREET REHABILITATION PROJ ECT, LAGUNA NIGUEL Majdi was the QA/QC Manager to the City of Laguna Niguel. The project consisted of rehabilitating an approximately

1.93 mile (10,200-foot) section of Niguel Road that extends from Alta Tera to Marina Hills Drive. Niguel Road from Highland Avenue to Marina Hills Drive (8,450 linear feet) is an arterial street with two lanes of traffic in either direction, raised center medians, centerline striping, left and right-turn pockets, and bike lanes. Niguel Road from Alta Terra to Highland Avenue is a residential collector street (1,750-feet) with one lane of traffic in both directions. A major part of this project involves the full design of the 64 ramps for the nearly 2 mile stretch hilly roadway. Parking was prohibited on the street except on the north side of Niguel Road from Alta Terra to Galina Way which required traffic management. Additional tasks included repairing curb, gutter, and sidewalk and constructing ADA compliant access ramps where required.

ADA ACCESS RAMP IMPROV EMENTS , PHASES 13-17, LAKE FOREST Majdi was the QA/QC Manager for the City of Lake Forest on phases 13-17 of this project, which was funded through the Community Development Block Grant. The goal of the project is to re-design existing access ramps to meet compliance with the ADA State of California Building Code, Title 24 Standards along with County of Orange Standard Plans, requiring a full cultural resources study and report of California Historical Resources, a Sacred Lands search, a Reconnaissance Report, and a pedestrian field survey of the project area. This 5 phase project requires a total of 113 ramp designs, reconstruction and replacement for a period of 3.5 years. The ramps components includes landing widths, side flares, and landing/running/counter and sidewalk cross slopes. Adjacent sidewalk, curb and gutter replacements are made as necessary to accommodate the new ramps.

FY 2022-23 ANNUAL PAVEMENT REHABILITATION PROJ ECT, PHASES 1-4, WHITTIER Majdi provided QA/QC Management services to the City of Whittier through 4 phases of their Annual Pavement Rehabilitation Project. The project purpose was to rehabilitate approximately 49,000 linear feet (9.3 miles) of 46 streets with a variety of slurry and cape seal, and grind and overlay in order to achieve an extended pavement service life while minimizing future maintenance needs, improve safety and enhance aesthetics. The required work involved pavement, curb, gutter and sidewalk repair and rehabilitation, reconstructing 62 ADA curb ramps (52 with missing truncated domes), replacing 9 cross gutters, utility appurtenance adjusting and relocating, and signing and striping. The project also required Caltrans Encroachment Permits for streets around Whittier Boulevard, and permits for the Union Pacific Railroad (UPRR) due to street proximity to the right-of-way on the southwest end. OE’s in-house Laser Scanner was utilized to capture visible indications of surface utilities, trees, utility poles, luminaries, fencing, walls, sidewalks, hardscape, signs, and edge of pavement lying within the ramp locations, as well as lip of gutter, flow-line, top of curb, and back of walk elevations were documented. The survey also extended beyond the ramp’s BCRs/ECRs to ensure proper tie-in to the existing infrastructure.

CULV ER DRIVE PAVEMENT REHABILITATION PROJ ECT, IRVINE
Majdi provided QA/QC Management services to the City of Irvine on the Culver Drive Pavement Rehabilitation Project.

The project spanned 1,800 LF along Culver Drive, from the north railroad tracks to Walnut Avenue. Culver Drive is a principal arterial roadway, providing northeast/southwest access through the western portions of the City of Irvine, while also serving as a primary travel route through a variety of commercial, residential, and institutional zoning areas.

OE designed localized pavement reconstruction at the northbound #3 lane and the southbound #1 lane, where pavement conditions were considerably worse than adjacent lanes; the length of the project was treated with fullwidth 2-inch grind, a 2-inch AC leveling course, and 2-inch ARHM overlay. The project also entailed removing and replacing existing median shed gutter with a standard 8-inch median curb, median island landscape improvements throughout, and ensuring ramps throughout the project were ADA compliant in accordance with 3R federal design requirements for rehabilitation projects.

JAMBOREE ROADWAY REHABILITATION PROJ ECT, IRVINE
Majdi provided QA/QC Management to the City of Irvine to rehabilitate Jamboree Road, from MacArthur Boulevard to Campus Drive. The project limits are on Jamboree Rd. from MacArthur Blvd., 400’ North to Campus Drive. Jamboree Road is a principal arterial roadway which provides northeast/southwest access through the western portions of the City of Irvine, it is also a major thoroughfare for beach traffic and toll roads. It is critical to note that the northern half of Jamboree Rd. in the project limits is within the City of Newport Beach, which required OE to actively coordinate with the City and obtain approval for the final design of the project. The design included the preparation of cross sections to determine the limits of edge grinding for ARHM overlay. The scope of work also included 6,270 tons of 10-inch Full Depth AC, redesigning and detailing nine ramps and two Right Turn “Pork Chop” Islands to meet ADA compliance, traffic loop installation, and installation of video detection at 2 intersections. Due to funding deadlines, the city required an expedited design for the project.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 delfino “chino” consunji, PE
Project/construction manager
37 Years of
Exper ience
fields of expert ise :

CALTRANS ASPHALT RETAIN WALL DRAINAGE ROADWAY

QUALIFICATIONS
BS Civil Engineering, University of the Philippines, 1986 • CERTIFICATE: Engineering Management for Construction, UCLA Extension, 1991 • CERTIFICATE: Building Construction & Management, AOTS Japan, 1990 • CERTIFICATE:

Inland Navigation & Management, IFIT Belgium, 1989 • PE Professional Engineer #57908

BACKGROUND
Delfino “Chino” Consunji is an experienced professional engineer specializing in the design, construction, project management and inspection of buildings, private development and public works projects. Chino’s experience includes working for engineering consultants, contractors, developers, construction management firms and municipal agencies. He has served as City Engineer for the Cities of La Habra, Norwalk, Brea, West Covina and Downey and as Public Works Director for West Covina and Downey. He has managed the design and construction of over 500 projects with a total contract amount of more than $500 million throughout his over 37-year career. These projects included arterial highways and residential streets rehabilitation; intersection widening improvements; traffic signal upgrades, synchronization and safety enhancements; water, sewer, storm drain and NPDES improvements; building and facility improvements; bridge reconstruction and seismic upgrades; and park improvement projects. Chino is a Registered Professional Engineer (Civil) in the State of California.

EXPERIENCE
Mauna Loa Ave. Residential Street Improvement/Water Main Installat ion, Glendora Chino provided Construction Management services to the City of Glendora on the Mauna Loa Avenue Water Main Installation and Street Improvements Project. This project consisted of installing 6,400 LF of new 8-in. water main and 194,000 SF of street improvements that included pavement rehabilitation of grind and overlay, concrete sidewalk repairs, curb and gutter repairs, repairing 11 ADA non-compliant curb ramps, traffic signal loop replacement, signing, and striping for a total of 100 working days. The project was located along 3 streets off Glendora Avenue-Mauna Loa Avenue, Duell Street, and Linfield Street, as well as Minnesota Avenue.

Local Streets Reha bilitat ion, Phase II (Aspha lt Improvements ) in Zone 3, Norwalk Chino was the Construction Manager on this project in the City of Norwalk. The limits were bound by the Union Pacific Railroad to the Northwest, the I-5 Freeway to the Northeast, Imperial Highway to the South, and Firestone Boulevard to Southwest. The project involved cold mill and ARHM overlay, application of slurry seal to the streets, full depth removal including removal and replacement of base material. The project also included installation of continental crosswalks, traffic signage and detector loop replacement. Incidental work involved replacement of traffic related items such as striping and pavement markings. Work was involved at 1 railroad crossing which required some added coordination.

Transit System (NTS) Bus Stop Improvement, Phase I (FTA Funded), Norwalk Chino served as the Construction Manager to the City of Norwalk on the Bus Stop Improvement Project, Phase 1. The City’s Transit System was in need of a revamping of the City’s 166 bus stops, with a new bus stop addition within the City of Santa Fe Springs. Each bus stop required a variety of any one of the following upgrades: solar power equipt shelters; seating; trash receptacles; and signs built for real-time posting. OE was tasked with signage installation at 73 of the City’s bus stops along Routes 1 and 4, along with upgrading a further 9 stops. OE provided PES/Environmental preparations, base map and maintenance plan development, concept plans for bus stops, as well as a thorough field SECTION 7: Resumes
| 20
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 survey of all of the bus stops which included the use of drone surveying. OE’s contribution required 60 working days out of the project’s duration of approximately 18 months from the notice to proceed, with an estimated total project cost of $1.5 million, funded by the Federal Transit Administration (FTA).

FY 2023-24 Pavement Management Program Implementat ion Project , Glendale Chino served as the Project Manager to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping; and surveying well monument installations and replacements. Additional work included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance work within the City’s right-of-way.

Sierra Vista Drive (West) & Del Norte Avenue (North) Project, Chino Hills Chino served as the Project Manager to the City of Chino Hills for the Sierra Vista Drive (West) & Del Norte Avenue (North) Project. The purpose of the project is to rehabilitate pavement and install new curb, gutter, and sidewalk along approximately 650 linear feet (0.12 miles) of Sierra Vista Drive between Pipeline Avenue and Del Norte Avenue and approximately 350 feet (0.07 miles) of Del Norte Avenue from Gird Avenue to Lugo Avenue. Concrete infrastructure improvements were limited to the south side of Sierra Vista Drive and the east side of Del Norte Avenue. The streets included very minimal existing curb, gutter, and sidewalk.

Residential Streets Rehabilitation Program, downey
As Public Works Director/City Engineer, Chino oversaw the implementation of the City’s Pavement Management Program (PMP) and 10-year residential streets rehabilitation program. To develop a comprehensive and cost-effective 10-year street improvement program, the City was divided into 10 areas or residential neighborhoods with each year corresponding to rehabilitating a particular area or neighborhood. As directed by the City Council, in order to expedite implementation of the 10-year rehabilitation program and significantly increase the City’s overall network pavement condition index or PCI, Chino worked with the City Manager, Finance Director, financial and municipal bond consultants, and Los Angeles Metropolitan Transportation Authority (Metro) for the issuance and sale of $30 million in Measure M and Measure R Sales Tax Revenue Bonds that were used to fund these street improvements. The $30 million in bond proceeds were required to be expended with three years of bond issuance. Chino was responsible for preparing and sending out the Requests for Proposals (RFP) for the design of the 10 residential neighborhoods; administering the design contracts; overseeing the bid and contract award process and overseeing construction and inspection of these street improvement projects. These projects were completed way ahead of schedule. Over a period of 18 months, 600 residential streets or approximately 70 miles of asphalt pavement were rehabilitated with a total cost of $26.5 million. Rehabilitation included reconstruction, overlay, cape seal and slurry seal of the existing asphalt pavement. These projects included removal and replacement of damaged and/or uplifted concrete sidewalks and curb and gutter and reconstruction of curb access ramps in accordance with current Americans with Disabilities (ADA) requirements.

FY2019/2020 Residential Streets Rehabilitation, downey
As Public Works Director/City Engineer, Chino oversaw the design, bid and contract award process, construction and inspection of this project. This project rehabilitated 35 residential streets or approximately 7 miles of existing asphalt pavement in the south half of the City with a total cost of $2.8 million. Rehabilitation included reconstruction and overlay of the existing asphalt pavement. This project also included removal and replacement of damaged and/or uplifted concrete sidewalks and curb and gutter and reconstruction of curb access ramps in accordance with current ADA standards. Funding for this project came from Measure R, Senate Bill 1, Vehicle Impact Fees and Developer Funds.

Cameron Avenue Sewer Main Rehabilitation, west covina
As Public Works Director/City Engineer, Chino managed the design, bid and contract award process, construction and inspection of the Cameron Avenue Sewer Main Rehabilitation. This project replaced approximately 2,000 linear feet of existing 10-inch sewer main on Cameron Avenue from Citrus Street to 750 feet east of Inman Avenue with a 14-inch high density polyethylene (HDPE) pipe. The project also replaced existing sewer manholes, adjusted sewer laterals and appurtenant work. To expedite construction and minimize inconvenience to motorists and school commuters, the new 14-inch HDPE pipe was installed by pipe bursting method. The total project cost was $800,000 with funding coming from Sewer Enterprise Fund.

SECTION 7: Resumes
| 21
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 ignacio ochoa, PE, te, ptoe
Project manager
36 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BS Civil Engineering CSULB, Long Beach, 1980 • pe #35217 Civil Engineer • te #1183 Registered Traffic Engineer • ptoe Traffic Operations Engineer

BACKGROUND
Ignacio Ochoa has amassed 36 years of experience in the public works sector, starting his career off in the County of Orange as a Junior Civil Engineer. In 2007, he was appointed as County Chief Engineer and Director of the Orange County Engineering Division, and in 2012 he was chosen as Interim Public Works Director and continued to serve in both roles. During his time as the Director of Orange County Engineering/Interim Public Works Director, Ignacio managed a staff of over 1,000 employees and oversaw the design, construction, and maintenance of roads and regional flood control facilities in the County of Orange. He was responsible for an annual budget of approximately $600 million dollars. Furthermore, he directed the County of Orange’s Flood Control Division, Inspection, Operations & Maintenance, Road, Survey, PM, and Watersheds.

EXPERIENCE
7 YEAR ANNU AL RESIDENTIAL ROADW AY MAINTENANCE PROJECTS, DIAMOND BAR Ignacio served as the Construction Manager to the City of Diamond Bar on their annual arterial and residential roadway maintenance projects for an annual period of 7 years. Years 2010 and 2011 were awarded as separate contracts. The City awarded OE an additional 3-year contract for 2012–2014. In 2015, the City of Diamond Bar awarded OE yet another annual rehabilitation project. The project sizes and costs were: 2010: 11.8 miles of arterial & residential streets ($908 K), 2011: 19 miles of arterial & residential streets ($1.8 M), 2012: 10 miles of arterial and residential streets ($1.1 M), 2013: 13 miles of arterial & residential streets ($1.3 M), 2014: 14.5 miles of residential, arterial & collector streets ($1.8 M), 2015: 14 miles of residential, arterial & collector streets ($1.75 M) and 2016/2017: 16.6 miles of residential and collector streets ($1.58 million). The general scope of work for each year’s project included localized R&R patching, grind and overlay, cape and slurry seal, traffic loops, traffic striping, and required heavy traffic phasing and traffic control review. Justin assisted the City through the project bidding phase, developing text and stipulations for the bid package to ensure contractor availability during the desired working months. Due to the proximity to freeways, Justin also coordinated with Caltrans to obtain encroachment permits for the City for four of the projects, which was essential.

LOCAL RESIDENTIAL STREETS REHABILITATION , ZONE 19 PROJECT, PHASE II, NORWALK Ignacio provided Construction Management services on phase 2 for the City of Norwalk’s Local Residential Streets Rehabilitation, Zone 19 Project. The pavement management zone limits are bound by Stranstead Avenue to the west, Priscila Street to the north, Shoemaker Avenue to the east, and Rosecrans Avenue to the south, containing approximately 37,500 linear feet (7.1 miles) of local road surface slated for rehabilitation. The project is split into two phases: Phase A for concrete work, and Phase B for asphalt work, with the objective of improving the PCI for residential streets, extending the useful roadway life to at least 20 years, improving drainage, upgrading to safer and easier ride quality streets with greater pedestrian access, minimizing future maintenance costs and enhancing aesthetics. The scope called for the development of PS&E to include a total of 94 ADA curb ramps and 8 slotted cross gutters, along with driveway apron construction, utility appurtenance adjustments and relocation, and signing and striping replacement. OE is also utilizing a state-of-the-art high-speed 3D point cloud laser scanner to conduct surveys of approximately 60 existing centerline monuments for preservation.

SECTION 7: Resumes
| 22
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

CITY TRAFF IC ENGINEER, LONG BEACH
Ignacio was the interim City Traffic Engineer in the City of Long Beach. He oversaw the monitoring and timing of 550 traffic signals citywide; preparing and reviewing design plans for roadway striping, traffic signal installations and upgrades and speed humps; and reviewing traffic control requirements for utility work. Ignacio worked closely with the Traffic Operations Division which is responsible for keeping the city’s 550 traffic signals operating 24 hours a day and the maintenance of nearly 3,600 parking meters. This division provides traffic signal maintenance and parking meter maintenance and collection support to the entire city (Belmont Shore and all the Marine Bureau area parking lots included) and the City of Seal Beach. Finally, as the City Traffic Engineer, he coordinated with the Transportation Programs Division.

MANHATTAN BEACH & SEPULV EDA BLVD. WIDENING , MANHATTAN BEACH Ignacio was the Project Manager to the City of Manhattan Beach. The project limits included the intersection of Manhattan Beach Boulevard and Sepulveda Boulevard to accommodate dual left turn lanes in the northbound to westbound, eastbound to southbound, and westbound to northbound directions. The City of Lawndale is east of the project area, the City of Redondo Beach is south of the intersection, El Segundo sits to the north, and the Pacific Ocean to the west. Commercial businesses can be found throughout the project limits. The purpose of the project was to increase the operational capabilities of the intersection. This was accomplished by adding dual left turn lanes to the westbound, northbound and eastbound lanes. Northbound and southbound Sepulveda will have five travel lanes; two left turn lanes, and three through lanes. Eastbound and Westbound Manhattan Beach Boulevard will have five travel lanes; two left turn lanes, two through lanes and one dedicated right turn lane.

CITY ENGINEER SERVICES, WEST COV INA
Ignacio was the City Engineer to the City of West Covina on an interim basis. Duties included planning, organizing, directing and coordinating the various engineering functions of the City, including design, construction, and maintenance of public works; reviewing work in progress and approving final designs, specifications, estimates, and contract documents for street, sewer, storm drain, bridge, and other projects; providing direction for the Building and Maintenance divisions; approving a variety of policy and procedure changes and revisions; participating in special projects of department; reviewing actions and effectiveness of the respective divisions; directing the preparation and maintenance of records; field notes, reports, maps, plots, deeds, benchmarks, monuments, and similar engineering information and record; directing the review and approval of final subdivision maps and improvement plans; confer with subdividers, contractors, and engineers on matters relating to subdivisions and public works design and construction; providing engineering information and advice; reviewing and approving the work of engineering consultants engaged by the City; preparing and administering the annual budget for the Public Works Department; and establishing and administering programs for the continued development of the staff. 1 million gallons per day, and the bridge deck was picked up on one end to adjust cross-fall.

INGL EWOOD AVENUE AT MANHATTAN BEACH BOULEVARD WIDENING , REDONDO BEACH Ignacio was the QA/QC Manager for the City of Redondo Beach. In addition to design engineering services, OE has assembled a team that can complete environmental analyses, environmental, and right-of-way appraisal and acquisition services. The proposed project limits included the intersection of Inglewood Avenue and Manhattan Beach Boulevard. The southbound lanes of Inglewood Avenue, north of Manhattan Beach Boulevard, consisted of one left turn lane, two through lanes, and a right turn lane which operate at LOS E in the AM and LOS F in the PM.

The purpose of the project was to increase the operational capabilities of the intersection. This was accomplished by adding a dedicated right-turn lane on southbound Inglewood Avenue to increase the through traffic to three lanes.

ANTON IO PARKWAY & LA PATA AVENU E WIDENING PROJECT, ORANG E COUN TY Ignacio provided Construction Management supervision through this $25 million project spanning 1.5 miles, from Ladera Ranch to 1,000 feet south of Ortega Highway, and included 900 LF of bridgework across San Juan Creek. Antonio Parkway was widened from four to six lanes—40 feet to accommodate the two additional lanes of traffic and a sidewalk on each side. Bridgework included parkway improvements, a raised median, channel bank revetment at the south abutment, compaction grouting, and structural testing. The widening of the bridge and roadway occurred simultaneously and included grading and cement-treated soil, 3,691 LF of RCP storm drain, riprap for environmentally friendly drainage filtering, dry utility installations, 4,993 PVC pipe, utility conduits, four fire hydrants, traffic signal improvements and loops, signing and striping, video detection, and a Class I designated bike lane with special bicycle signal loops. The construction also included 448 LF of CIDH pile retaining wall with 42,000 pounds of steel reinforcement. Furthermore, the project required the installation of domestic, reclaimed, and non-potable waterlines as well as sewer installation and mainline trunk rerouting. The scope also included a dewatering and effluent treatment system onsite that handled 1 million gallons per day, and the bridge deck was picked up on one end to adjust cross-fall.

SECTION 7: Resumes
| 23
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 justin smeets, pe, pls, qsp
Project/construction manager
18 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
PE #78314 Registered Civil Engineer • PLS #9293 Professional Land Surveyor • QSD/QSP #00852 Qualified SWPPP Developer • BS Civil Engineering CSUF, 2007 • OCTA Pavement Rehabilitation (prior) Certification

BACKGROUND
Justin wields 18 years of experience involving civil engineering design, municipal engineering and facilities design, construction management and construction administration. Using AutoCAD Civil 3D, Justin handles the management and development of engineering plans and specifications and mapping. Justin additionally handles land development and grading design projects, conducted earthwork calculations, and incorporates typical designs. He is proficient in federally funded projects as well, and familiar with the Caltrans Local Assistance Procedures Manual (LAPM). Justin has successfully taken multiple projects from the initial federal funding application, to the Preliminary Environmental Study, to E-76 approval, and all the way through construction of audited federally funded construction projects.

He has experience managing construction projects and handles planning and running kickoff meetings with the contractor, reviewing project submittals, RFIs, CCOs, and checking contractor invoices against field quantities. Justin ensures to coordinate the daily construction details with the contractor and inspector. He has completed multiple SWPPPs and erosion and sediment control plans per the latest Construction General Permit.

EXPERIENCE

LOVEKIN BOULEVARD AND BARNARD STREET REHABILITATION PROJECT, BLYTHE Justin is the Project Manager on the Lovekin Blvd. and Barnard St. Rehabilitation Project in the City of Blythe to rehabilitate two street segments, 66,403 SF of Lovekin Boulevard, from Hobson Way to Barnard Street; and 81,946 SF of Barnard Street, from the first alley easterly of Lovekin Boulevard to the west edge of Main Street. The combined length is approximately 2,795 linear feet (0.53 miles). The work also includes replacing existing curb ramps with ADA compliant curb ramps, concrete infrastructure repairs (i.e. curb, gutter, sidewalk, and driveways), adjusting or relocating utility appurtenances, and signing and striping replacement.

EUCLID ROADW AY & SEWER RECON STRUCTION PROJECT, FULLERTON Justin was the Project Manager to the City of Fullerton. The project consisted of reconstructing or resurfacing approximately 3,700 linear feet of arterial streets between Fern Drive and Williamson Avenue and replacing approximately 1,700 feet of sewer mains between Malvern Avenue and Commonwealth Avenue. The project also included reconstructing 9 ADA ramps to bring them up to the most current ADA standards. The sewer work included removing the existing 10-inch VCP and replacing it with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits at Fern without upsizing.

The worked also included removing the manholes at the center of the Euclid Street/Chapman Avenue intersection and establishing a new connection point approximately 50 feet to the east along Chapman Avenue as well as reconstructing the double barrel siphon and adjusting invert elevations to achieve a suitable slope. The design utilized a trenchless method to install the siphon beneath the OCPW Brea Creek Channel. Additional tasks included adjusting manhole elevations and reconnected service laterals, constructing new curb and gutter where gutter is absent, constructing ADA compliant curb ramps, and repairing curb, gutter, cross gutters, sidewalks and driveways where required. The City utilized SB1 funds for the road rehabilitation and local funds for the sewer improvements.

SECTION 7: Resumes
| 24
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 7-YEAR ANNU AL RESIDENTIAL REHABILITATION PROJECT, DIAMOND BAR Justin was the Project and Construction Manager to the City of Diamond Bar on their annual arterial and residential roadway maintenance projects for an annual period of 7 years. Years 2010 and 2011 were awarded as separate contracts. The City awarded OE an additional 3-year contract for 2012–2014. In 2015, the City of Diamond Bar awarded OE yet another annual rehabilitation project. The project sizes and costs were: 2010: 11.8 miles of arterial & residential streets ($908 K), 2011: 19 miles of arterial & residential streets ($1.8 M), 2012: 10 miles of arterial and residential streets ($1.1 M), 2013: 13 miles of arterial & residential streets ($1.3 M), 2014: 14.5 miles of residential, arterial & collector streets ($1.8 M), 2015: 14 miles of residential, arterial & collector streets ($1.75 M) and 2016/2017: 16.6 miles of residential and collector streets ($1.58 million). The general scope of work for each year’s project included localized R&R patching, grind and overlay, cape and slurry seal, traffic loops, traffic striping, and required heavy traffic phasing and traffic control review. Justin assisted the City through the project bidding phase, developing text and stipulations for the bid package to ensure contractor availability during the desired working months. Due to the proximity to freeways, Justin also coordinated with Caltrans to obtain encroachment permits for the City for four of the projects, which was essential.

LOS NIETOS ROAD REHABILITATION PROJECT, SANTA FE SPRING S Justin is providing Project Management services to the City of Santa Fe Springs to rehabilitate approximately

2.3 miles of roadway on Los Nietos Road between Pioneer Blvd. and Painter Ave. The segment of Los Nietos was noted to be in poor condition. Widespread alligator cracking, block cracking, and potholing were observed throughout the project limits. The rehabilitation entailed available grind and overlay on the street segments and milling the full width of the street in areas where the deterioration was extensive. Our team also identified areas of isolated deterioration where digouts and milling the edges of the street may be necessary. Additional tasks include reconstructing curb, gutter, cross-gutters, and sidewalks in disrepair, as well as constructing ADA compliant driveways and curb ramps.

Railroad right-of-ways intersect Los Nietos Road within the limits of the project. All design and construction activities within these right-of-way was coordinated with the PUC and carried out in accordance with the applicable PUC Codes.

BELLFLOW ER BOULEVARD COM PLETE STREETS PROJECT-HSIP FUNDED, BELLFLOW ER Justin performed Project Management services for the City of Bellflower on the HSIP – Bellflower Boulevard Complete Streets Project. The project consists of enhancing approximately 2,200 linear feet (0.42 miles) of Bellflower Boulevard from Artesia Boulevard to the South City Limit, approximately 330 feet south of Rose Street. Bellflower Boulevard is an arterial street with two lanes of traffic and curbside parking in both directions, a dual left turn lane, and traffic signals at high volume intersections. The project was partially funded by Cycle 9 of the Highway Safety Improvement Program (HSIP). The project has an estimated cost of $1,162,100. The street enhancements included adding Class III Bike Lanes, reducing the lane widths, adding raised medians with landscaping and irrigation, upgrading and adding high visibility crosswalks, rapid flashing beacons, and pedestrian countdown heads at the intersections, bulb-outs, and road resurfacing.

WEST 17TH STREET WIDENING PROJECT, COSTA MESA
Justin was the Project Manager for the City of Costa Mesa on the West 17th Street Widening, from Placentia Avenue to Superior Avenue. 17th Street is a primary arterial. The Standard roadway width for a primary arterial is a 106’ right of way. The existing configuration was a 2-lane divided highway with center two-way left turn lane. The existing land uses were mostly commercial properties with a new mixed-use development at the southeast corner of 17th Street and Pomona Avenue. There were 16 properties along West 17th Street within the limits of this widening. The properties along West 17th Street had varying R/W frontages. This meant that widening affected each property differently. The design intent for this widening was to meet the classification of four-lane Primary Arterial as described in the OCTA Master Plan of Arterial Highways (MPAH). This includes 2-lanes in each direction with a median.

CDBG RESIDENTIAL STREET IMPROV EMENT PROJECT-FY 2018-19 C.O. NO. 7150, HESPERIA Justin was the Project Manager for the City of Hesperia on the FY 2018-19 CDBG Street Improvements Project. The project consists of constructing approximately 8,550 linear feet of streets. The project limits included Ash Street from Seventh Avenue to Eleventh Avenue (2,850 linear feet), Larch Street from Seventh Avenue to Eleventh Avenue (2,850 linear feet), and Wells Fargo Street from Seventh Avenue to Eleventh Avenue (2,850 linear feet). The streets are located within a residential zone and are to be upgraded from dirt roadways to 26” wide asphalt concrete pavement with an inverted crown design. Additionally, all surface utility appurtenances were to be preserved/modified to accommodate the new roadways and driveways of the adjacent residences were tied into the streets.

SECTION 7: Resumes
| 25
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 joe dyer, pe, te
Project manager/traffic engineer
45 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
bsce: Civil Engineering, Ohio State University, Ohio • MS & ph d pr ogram: Virginia Polytechnic Institute & State University,Virginia • pe #31626: Registered Civil Engineer • TE #1200: Registered Traffic Engineer • certificate: Certified in Building & Facility Maintenance, 2005

BACKGROUND
Joe Dyer has achieved a milestone of 45 years of expansive experience serving a number of Southern California Cities including Chino Hills, Glendora, Bell Gardens and Whittier, along with work as a Junior Civil Engineer for the California Department of Transportation. His role on a litany of CIP projects involved working as a Transportation Planner, Senior Engineer, City Traffic Engineer, and as The Director of Public Works. In over 4 decades worth of time serving, he has perfected his skills in disciplines involving street maintenance and rehabilitation, water and storm drains, parks and public facilities, bridges, transit, sewer, design engineering, contract administration, residential development, environmental litigation, and federal regulations compliance, among many other disciplines and project variations.

Joe additionally has great familiarity in coordinating with City officials and councils, utility owners, and has served as liason between stakeholders and governing bodies. Joe has worked with several developers, engineers, and City Councils, becoming well established in advocating for a City’s best interest.

EXPERIENCE

TRAFF IC MANAGEMENT MASTER PLAN, CHINO HILLS
Joe developed the Master Plan for the purpose of a fiber optic traffic management system, along with a signal communication system for the City. He also prepared RFPs and sought proposals from traffic signal consultants.

Budget: $300K

TRAFFIC SIGN AL BACKPLATE IMPROV EMENTS, CHINO HILLS
Joe served as the Plan Coordinator for the Traffic Signal Backplate Improvements Project. The work was with a signal contractor and involved installing retroreflective borders for a selected number of traffic signal locations. This project was funded through an HSIP grant and was budgeted at approximately $123K.

CANON LANE (EAST OF SR142)PAVEMENT REHABILITATION AND DRAINAGE

IMPROV EMENTS, CHINO HILLS
Joe provided plan, design and contract administration for Canon Lane pavement rehabilitation work. Work includes pavement removal and reconstruction, striping and minor drainage improvements. Budget: $300K.

PIPELINE AVENU E SEWER ACCESS ROAD, CHINO HILLS
Joe provided plan, design, and construction contract administration for constructing a 20-foot wide sewer maintenance access road along a County owned flood control channel. Work includes grading, construction of pavement, retaining walls and security gates. Budget: $201K.

PEYTON DRIVE & EUCALY PTUS AVENU E TRAFF IC SIGN AL MODIFICATION , CHINO HILLS Joe provided plan, design, and contract administration for phasing modifications on the Peyton Drive and Eucalyptus Avenue Traffic Signal Modification Project. The phasing was located at the intersection of Peyton Drive and Eucalyptus Avenue with the purpose of providing protective left turns and overlap right turn indicators. Budget: $50K.

SECTION 7: Resumes
| 26
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 GRAND AVENU E/SR71 TRUNK RELIEF AT BOYS REPUBL IC DRIVE, CHINO HILLS Joe provided plan, investigations, and schedule reconstruction on the Grand Avenue and SR71 Trunk Relief at Boys Republic Drive Project. The reconstruction involved an existing sewer trunk line with modified manhole to improve the flow efficiency. Budget: $213K.

CITYW IDE WASTEWATER MASTER PLAN STUDY , CHINO HILLS
For the Citywide Wastewater Master Plan Study, the City had retained a consultant to evaluated the City’s sewer collection system with its ability to meet projected demands for the upcoming years and identify needed capital improvements. Budget: $650K.

EUCALY PTUS AVENU E RECYCLED WATERLINE INSTALL ATION & TRAFF IC IMPROV EMENTS,

CHINO HILLS
Joe provided plan, design, and contract administration for the installation of a recycled water line at Veterans Park, pavement rehabilitation for Eucalyptus Avenue, and the installation of a H.A.W.K. signal at the Galloping Hills Road Pedestrian Crosswalk. The project work included replacement of existing ADA ramps, adjust utility facilities, traffic striping and electrical work. Budget: $1.7M.

WATER MAIN SADDL E REPLACEMENT (PHASES I, II & III), CHINO HILLS Joe provided plan, design and contract administration for over 1000 saddles and services replacement in residential neighborhoods on the Water Main Saddle Replacement Project - Phases I, II & III. Budget: $10M.

MAROON BELL - WINCHESTER WATER MAIN REPLACEMENT, CHINO HILLS For the Maroon Bell - Winchester Water Main Replacement Project, Joe provided plan, design and construction administration for replacing 4,700 feet of 8-inch steel water main line in the Maroon Bell neighborhood. The project work involved working with the local neighborhood Homeowners Association. The work also included refurbishing the pavement of 10 of the private streets. Budget: $1M.
1,2,3 TCP REMEDIATION , CHINO HILLS
This project was developed for the purpose of evaluating and remediating all of the City of Chino Hills’s water wells for 1,2,3 TCP contamination. Joe was tasked with evaluating proposals from consultants along with the construct of a TCP removal facility at the corner of Eucalyptus Avenue and Pipeline Avenue. Joe also negotiated property exchange with the local fire district, as well as supervised the construction administration activities.

RAMON A AVENUE WATER MAIN REPLACEMENT, CHINO HILLS
Joe provided plan, design and coordinated work with City’s Water Division on the Ramona Avenue Water Replacement Project. The work called for the replacement of 680 feet of a 2-inch water main, along with 9 service lines. The construction was located at Ramona Avenue, from Bird Farm Road to Mesa Boulevard. Budget: $400K.

CITYW IDE STORM DRAIN MASTER PLAN STUDY , CHINO HILLS
Joe provided coordination and the retention of a consulting engineer to Update the Storm Drain Master Plan to develop the tools needed to plan, operate and maintain the City’s storm drain infrastructure. Budget: $848K.

VRAVIS CIRCLE DRAINAGE IMPROV EMENTS, CHINO HILLS
Joe provided plan, survey, design, and contract administration to install a storm drain facility on Vravis Circle at Carriage Hills Lane to address the prevailing water issue at the intersection. Budget: $43K.

EUCALY PTUS AVENU E STORM DRAIN IMPROV EMENT, CHINO HILLS Joe provided plan, design and contract administration for the replacement of an open trapezoidal channel with a storm drain pipe from Peyton Drive to Pipeline Avenue on the Eucalyptus Avenue Storm Drain Improvement Project.

Further work called for the construction of a sidewalk and curb and gutter following the installation of the pipe.

Budget: $2M.

SOQU EL CANYON PARKWAY PAVEMENT REHABILITATION , CHINO HILLS Joe provided plan, design and construction administration for Soquel Canyon Parkway Pavement Rehabilitation Project. Joes work included grind and AC overlay, striping, and bike lane installation from Pipeline Avenue to the North City limit. This project was performed in two phases, where Joe also coordinated with Caltrans at its on-off ramps areas. Budget: $2.5M.

SECTION 7: Resumes
| 27
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 donald hoppe, pe
Project manager
40Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
pe #34820 Registered Civil Engineer • BS Civil Engineering CSU Polytechnic, Pomona, 1979 • MA: PUBLIC ADMINISTRATION CSU, Fullerton • MA: PUBLIC ADMINISTRATION CSU, Fullerton • past president City Engineer’s Association of Orange • octa Chairman Technical Steering Committee & TAC

BACKGROUND
Donald is a highly motivated and goal-oriented professional with demonstrated experience in project management, organizational management, conflict resolution, team development, critical thinking, analysis, and budgeting extensively for the public works industry, with a record of achieving outstanding results. Donald credits his record of meeting all goals and objectives with the ability to manage multiple projects and meet deadlines to his highly organized approach and an extremely strong work ethic. This, combined with a total commitment to excellence in all facets of job assignment, enables him to operate as an effective team player, working effectively with the City council, City manager, executive directors, technical personnel, skilled and non-skilled employees, the public, and outside public agencies. These excellent communication and presentation skills, along with his aquired skills acumen, brings a trusted and effective project manager to the table.

EXPERIENCE

DIRECTOR OF ENG INEERING - CIP PROJECTS, FULLERTON
Donald was responsible for providing all Capital Improvement Program projects for the City of Fullerton and the City’s former Redevelopment Agency, performed through an 8 year period. Along with an in-house staff of 40, Donald was involved in various fields of discipline, including public works design for all adopted CIP projects, construction management, water system design, NPDES compliance and monitoring, private development, public right of way interface, traffic engineering and traffic signal operations. In addition, Donald handled the City of Fullerton’s departmental coordination with the Engineering Director and the airport manager for Fullerton’s last remaining General Aviation Airport in Orange County. Donald’s part ensured accurate management of the airport funds, as its operation is a primary business center on the west border of the City. Donald’s was involved in providing financial management for preparing and presenting the department’s $24 million budget. For planning, Donald coordinated with the public infrastructure on behalf of the various private development projects and implementing the former RDA specific plan process. With Construction Project Development, Donald developed the City’s 5-year CIP with a typical total cost in value ranging from $25 million to $45 million. And with the Council Support and Interface, Donald attended City Council meetings, and provided direct support to City Council through the City Manager’s office.

FULLERTON COMMUN ITY CENTER PROJECT, FULLERTON
Donald served as Project Manager for the Fullerton Community Center Project, which was one of two major projects being undertaken as part of the Civic Center Area Improvements, and included significant renovations and additions, parking and circulation improvements, and street improvements to Commonwealth Avenue. The approximate cost of the project was $29 million. Project funding was primarily by Redevelopment Agency (RDA) and bond proceeds, with additional funding from Park Dwelling Fund and from approved grants. The project scope included the demolition of the existing Senior Center and Boys and Girls Club structures, the construction of the 48,000 sq. ft. multi- purpose Community Center, and related site improvements along Commonwealth Avenue. The street work required the introduction of a new raised median island between Highland Avenue and Short Street with a signalized mid-block pedestrian crossing, hardscape and landscape improvements, the relocation of ingress/egress westerly to align with Short Street, and the relocation of traffic signals to the Commonwealth Avenue and Short Street intersection.

SECTION 7: Resumes
| 28
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Integration of existing parking assets was needed (including St. Mary’ s Catholic Church) and circulation routes.

Improvements were also made on parking lot hardscape, landscape, lighting and signage, mid-block crossing, parking lots, and landscape renovations. The key planning element of the proposed Community Center was to maximize facility use by creating a “ shared” facility for a variety of user groups. The project was a replacement of the existing public facilities located in Amerige Park. In addition, the plan included the relocation of the Amerige Brothers’ Realty Office (a Historic Landmark). Coordination with other appointed bodies and contract agencies included the Fullerton Senior Citizens Club; the Fullerton Boys and Girls Club; the Fullerton Parks and Recreation Community Center Ad Hoc Planning Committee, the Fullerton Parks and Recreation Commission, and the Redevelopment Design Review Committee ( RDRC). While the field and park elements were an important consideration in the site planning and facility design, proposed improvements primarily consist of landscape improvements and integration.

ST. COLL EGE BLVD. & RAYMOND AVENU E GRADE SEPARATION PROJECTS, FULLERTON Donald performed Project Management services for the City of Fullerton for this state and locally funded, Orange County Transportation Authority (OCTA) oversight grade separation project. The State College Boulevard and Raymond Avenue Grade Separation Projects was located on Raymond Avenue intersecting the Burlington Northern Santa Fe (BNSF) railroad. Construction activities involved the elimination of the at-grade railroad crossing on Raymond Avenue to facilitate better traffic flow and increase the safety for vehicular commuters. This undercrossing was intended for greatly improving vehicular traffic flow due to the annual increase in train traffic. Moreover the intent was to also reduce the potential for accidents on the road. The existing horizontal roadway configuration of Raymond Avenue was continually maintained even upon completion of the project. Significant coordination with the simultaneous State College Boulevard Grade Separation project was a special project challenge that was met successfully. The initial work had involved storm drain and utility relocations. Shoring review for the BNSF railroad bridge was required and the temporary bypass road for Raymond Avenue was successfully completed. As one of seven OCTA grade separations along this busy corridor, weekly collaboration and coordination with simultaneously on-going OCTA projects was essential.

BASTANCHURY ROAD WIDENING & IMPROV EMENTS PROJECT, FULLERTON Donald served as the Project Manager on the Bastanchury Road Widening Project for the City of Fullerton.

The intent of the project was to construct improvements on Bastanchury Road between Harbor Boulevard and Fairway Isles Drive, a distance of approximately 1,950 feet, and to widen Bastanchury Road between Harbor Boulevard and just west of Fairway Isles Road from four to six lanes, a distance of approximately 1,693 feet. The remaining project segment of Bastanchury Road was restriped to be consistent with the widened cross section.

COMMONW EALTH AVENU E STORM DRAIN INSTALL ATION , FULLERTON Donald served as the Project Manager on the Commonwealth Avenue Storm Drain Installation Project for the City of Fullerton. The project scope included the installation of a 30-inch storm drain underneath Commonwealth Avenue between Highland Avenue and Malden Avenue that was to be connected to an existing 48-inch storm drain in Highland Avenue. Catch basins were installed at the north side of the Commonwealth Avenue and Malden intersection to reduce frequent intersection flooding. The project also included the reconstruction of curb, gutter, sidewalk, access ramps, and pavementat the northwest and northeast corners of Commonwealth Avenue and Malden Avenue.

PLUMM ER PUBL IC PARKING STRUCTURE PROJECT, FULLERTON
Donald served as the Project Manager to The City of Fullerton, the Fullerton Redevelopment Agency and the North Orange County Community College District to provide a joint use, occupancy and maintenance service of the 222,147 square foot Plummer Parking Structure. The use of the structure is to provide public parking for Fullerton College and the public to support local commercial areas. The project involved addressing issues with the maintenance and operation of the structure.

HILL CREST PARK RESERVO IR RECON STRUCTION , FULLERTON
Donald served as Project Manager to the City of Fullerton on the Hillcrest Park Reservoir Reconstruction Project.

The purpose of the project was to replace the existing, deteriorated Hillcrest Reservoir and associated piping. The work requirements involved removing the existing reservoir, which was a 5 million gallon capacity and an oval-shaped footprint, and constructing a new circular shaped reservoir having the same capacity. The proposed reservoir was constructed at the same location as the existing tank, at a similar elevation. The new reservoir tank was buried beneath the surface of the ground, and the area above it was covered with soil and landscaped so that the ground above could be made accessible for public use. The project also included the construction of an 18” inlet-outlet pipeline and 18” drain line that led from the reservoir through the park and south to Valley View Drive. Piping was also installed within the Valley View right of way from Harbor Blvd. to Lemon Street. This resulted in Donald having to mitigate temporary road closures as a result of the construction.

Project engineer
17 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
P.Eng. : apega Registered Civil Engineer • BS: Civil Engineering Minor: environmental Engineering University of Calgary, 2005 • certified AutoCAD & Civil 3D

BACKGROUND
As a Project Engineer for OE, Ryan leads the design team by performing and coordinating detailed designs on public works projects. Ryan has over 17 years of experience. He received his degree in Civil & Environmental Engineering from the University of Calgary and is a Registered Civil Engineer in Alberta, Canada. He possesses an ability to produce drawings, layouts, sketches, maps, and graphic representations of engineering designs. He also has extensive knowledge of AutoCAD Civil 3D. Ryan provides support during the overall engineering and design effort.

EXPERIENCE
WEST 17TH STREET WIDENING PROJECT, COSTA MESA
Ryan is providing Project Engineering services to the City of Costa Mesa for the West 17th Street Widening Project, from Placentia Avenue to Superior Avenue. 17th Street is a primary arterial. The Standard roadway width for a primary arterial is a 106’ right of way. The existing configuration was a 2-lane divided highway with center two-way left turn lane. The existing land uses were mostly commercial properties with a new mixed-use development at the southeast corner of 17th Street and Pomona Avenue. There were 16 properties along West 17th Street within the limits of this widening. The properties along West 17th Street had varying R/W frontages. This meant that widening affected each property differently. The design intent for this widening was to meet the classification of four-lane Primary Arterial as described in the OCTA Master Plan of Arterial Highways (MPAH). This includes 2-lanes in each direction with a median.

GREENSTONE PAVEMENT RECONSTRUCTION PROJECT, SANTA FE SPRING S Ryan was the Project Engineer for the City of Santa Fe Springs on the Greenstone Pavement Reconstruction Project.

The project limits were Lakeland Avenue to Sunshine Ave and Sunshine Avenue from Greenstone to Shoemaker Avenue. The surrounding business included heavy commercial and industrial with mostly large truck traffic. The existing roadway was severely distressed asphalt that had alligator cracking throughout the roadway. Working with the city we came up with an alternative approach to give this roadway extended life. The method of reconstruction we used was Roller Compacted Concrete (RCC). Since we knew that we didn’t want to impact the businesses, then this method drastically reduces the cure time of traditional concrete down to hours instead of days. It uses a machine similar to an asphalt paving machine in order to place a low slump concrete that is then compacted with a roller.

This method lowers the downtime for residents and businesses and because it uses paving machines then it can be completed quickly and at a much lower cost per square foot.The scope of work included 317,500 square feet of pavement reconstruction, 1,270 lineal feet of curb reconstruction, 2,700 square feet of sidewalk reconstruction, 1,510 square feet of cross gutter reconstruction, 6,800 square feet of driveway reconstruction and 26 manhole adjustments along with various other items of work.

NEWPORT BOULEVARD WIDENING IMPROV EMENTS PROJECT, COSTA MESA Ryan served as Project Engineer for the City of Costa Mesa on the Newport Boulevard Widening Improvements Project. The project consists of widening a portion 77 Fair Drive of southbound Newport Boulevard to accommodate SECTION 7: Resumes
| 30
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 a fourth through lane and improve its Level of Service from the current “F” rating (ranging from 1.10 to 1.30).

The section of roadway to be enhanced extends approximately 2,700 linear feet southwest from 19th Street to the Superior Avenue turn-off located northeast of 17th Street. The project is located within Caltrans jurisdiction and requires traffic signal modifications, utility and street light relocations, and right-of way acquisitions to accommodate the additional through lane and right-turn pockets.

FY 2017-18 SB1 STREET REHABILITATION PROJECT, ALHAMB RA Ryan provided the City of Alhambra with Project Engineering services. The project entails the rehabilitation of a total of approximately 21,972 feet (4.2 miles) of asphalt concrete (AC) streets located within the City limits and a small portion of street located within the City of South Pasadena. The project is financed using SB1 funds with an estimated construction budget of $954,000 Initially, the City was considering reconstruction, but the cost to rehabilitate the proposed street segments is $2,227,066 based on the reported PCIs and preferred reconstruction methods. To remain within the allotted budget of $954,000, OE prepared a cost-benefit analysis to maximize the budget while utilizing multiple rehabilitation methods.

DEL AMO BOULEVARD PAVEMENT REHABILITATION , CERRITOS
Ryan was the Project Engineer for the Del Amo Boulevard Project. Del Amo Boulevard is a major arterial oriented east/ west and is used as a thoroughfare to adjacent cities. The project limits consist of a total of approximately 2,900 linear feet (approximately 0.55 miles) of Del Amo Boulevard between Pioneer Boulevard and Norwalk Boulevard. The south half is under the City of Lakewood’s jurisdiction. Requirements included rehabilitation of pavement, concrete removal and replacement of damaged curb, gutter and sidewalks, identifying and addressing storm water drainage concerns, retrofitting curb access ramps with the latest ADA standards, and updating signing, striping and traffic loops. Close collaboration with the selected landscape architect was necessary to ensure all issues regarding tree root infiltration are addressed to accommodate both the civil and landscape designs and to ensure that the City receives a cohesive package of civil, landscape, and irrigation plans. The plans also included Low Impact Development (LID) Improvements to divert urban run-off from the storm drain system.

RESIDENTIAL STREETS REHABILITATION PROJECT, WEST COV INA Ryan served as a Project Engineer for the City of West Covina on the Residential Streets Rehabilitation Project.

The project requirements included rehabilitation of pavement, concrete removal and replacement of damaged curb, gutter and sidewalks, identifying and addressing storm water drainage concerns, retrofitting or reconstructing curb access ramps with latest ADA standards, and updating signing and striping. The project limits consist of a total of approximately 14,700 linear feet (approximately 2.78 miles) of roadway on the streets.

CITYW IDE STREET RESIDENTIAL PROJECT, SAN BERNARDINO
Ryan served as a Project Engineer for the City of San Bernardino on the Citywide Street Residential Project. The project requirements included pavement rehabilitation, concrete removal, replacement of damaged curb, gutter and sidewalks, retrofitting or reconstructing curb access ramps with latest ADA standards, and updating signing and striping. The project limits consist of a total of approximately 20,300 linear feet (3.85 miles) of roadway on residential streets.

SIDEWALK IMPROV EMENTS IN FRON T OF ALD RICH HALL , IRVINE Ryan served as Project Engineer for the University of California, Irvine for the Sidewalk Improvement Project in Front of Aldrich Hall. Trees were causing severe uplift of the existing sidewalk and created tripping hazards, along with improper ADA access. OE prepared plans, specifications, and estimates that removed the invasive trees and replaced them with sustainable trees, installed root barriers, placed mulch, and reconstructed the sidewalk to accommodate ADA accessibility. The project included approximately 2,000 SF of concrete sidewalk construction, replacement of five trees, installation of an engineered soil to allow root infiltration and minimize any uplift of the adjacent curb, gutter, and sidewalk. “root infiltration and minimize any uplift of the adjacent curb, gutter, and sidewalk.

LOVEKIN BLVD. & BARNARD ST. REHABILITATION , BLYTHE
As Project Engineer on The Lovekin Blvd., and Barnard St. Rehabilitation Project in the City of Blythe, Ryan’s duties entails services to rehabilitate two street segments, 66,403 SF of Lovekin Boulevard, from Hobson Way to Barnard Street; and 81,946 SF of Barnard Street, from the first alley easterly of Lovekin Boulevard to the west edge of Main Street. The combined length is approximately 2,795 linear feet (0.53 miles). The work also includes replacing existing curb ramps with ADA compliant curb ramps, concrete infrastructure repairs (i.e. curb, gutter).

SECTION 7: Resumes
| 31
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 dayton lowe
Project engineer
30Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BROWARD COLL EGE COURSEWORK Civil Engineering Technology & Construction Management • OCTA Pavement Rehabilitation (prior) Certification • certified AutoCAD & Civil 3D

BACKGROUND
As a Project Engineer for OE, Dayton performs and coordinates detailed designs on arterial roadways, utility coordination for major relocations on high profile projects and assistance in coordination efforts on multiple projects.

He possesses an ability to produce drawings, layouts, sketches, maps, and graphic representations of engineering designs. He also has extensive knowledge of AutoCAD, Autodesk Civil 3D, Eagle Pointe Civil package and others.

Dayton provides support during the overall engineering and design effort, including the preparation of design drawings and calculations. He is experienced in developing residential, commercial, and industrial conceptual site plans from the preliminary phase to final construction documents; knowledgeable in the design of gravity sanitary sewer systems; skilled in the design of sanitary sewer pump stations and force main systems; accomplished in the design of water mains for residential, commercial and industrial projects; practiced in the design of drainage systems; talented in preparing drainage calculations for effective and efficient drainage systems; and familiar in the design of grading plans for storm water drainage and ADA compliance. Dayton is also proficient in preparing and submitting packages to governmental agencies to obtain required permits for construction and in the design of roadway layouts including intersections, roundabouts, turn-lanes and travel lanes.

EXPERIENCE

YALE AVENU E REHABILITATION PROJECT, IRVINE
Dayton provided Project Engineering services to the City of Irvine on the Yale Avenue Rehabilitation Project located at Yale Avenue from Deerfield Avenue to the I-5 Overpass. Yale Avenue serves as a major Northeast Southwest arterial for the City of Irvine. This segment of Yale Avenue varies between a 2-lane arterial with bike lanes to a 4-lane arterial with bike lanes and raised medians. The limits of this project were entirely within residential neighborhoods with Heritage Park and a fire station located at the northwest corner of Yale Avenue and Walnut Avenue. The first segment from Deerfield Avenue to approximately Edgmere Avenue entailed a 2” mill and a 2” Rubberized Hot Mix Asphalt Type G (RHMA-G) overlay with some full depth structural sections where the street is severely deteriorated. The second segment of roadway from Edgmere Avenue to the I-5 Overpass required a 6” mill and placement of 2.5” of RHMA-G over 4” Hot Mix Asphalt (HMA) in the street with a 2” to 2½” transitional grind at the bike lanes. This project also corrected ADA deficiencies for sidewalks and ramps. Our design team checked for existing roadway signs and striping for compliance with both the City standards as well as the 3R federal design requirements.

Another important aspect of this project was its proximity to Caltrans right-of-way. Traffic control through the I-5 bridge overcrossing required obtaining a Caltrans Encroachment Permit.

CITYW IDE ADA CURB RAMPS & PATH OF TRAVEL PEDESTRIAN ACCESSIBILITY

IMPROV EMENTS, LONG BEACH
Dayton was the Project Engineer for the City of Long Beach involving Citywide ADA Curb Ramps and Path of Travel Pedestrian Accessibility Improvements. The objective of the project is to design and construct at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal SECTION 7: Resumes
| 32
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 accessibility codes and standards. The project is to complete 1,000 of those ramps deemed most critical for accessibility. OE’s team utilizes AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard Plan A88A, and has had to consider other accessibility standards due to occasional unavailability of a suitable ramp case and type. The project work entails the preparation of detailed individual curb ramp construction plans with the inclusion of horizontal geometrics, design elevations and dimensions, and utility appurtenance adjustments and relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, and sidewalk. The necessary reconstruction is incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and maintain drainage. Additional design elements have also required consideration, which involve constructing 32”x54” size flat landings next to each pedestrian push-button at signalized intersections and installing guardrails where retaining curbs adjoin walkable hard surfaces.

Due to the large volume of ramps reconstructed each year, small batches of design details and construction of the ramps are being provided to the City at regular intervals through out a continuous process, with City submittals made on a monthly basis at a scaled frequency and quality.

EUCLID ROADW AY AND SEWER RECON STRUCTION PROJECT, FULLERTON Dayton was the Project Engineer to the City of Fullerton on the Euclid Roadway and Sewer Reconstruction Project from Williamson to Fern Project. The project consisted of reconstructing or resurfacing approximately 3,700 linear feet of arterial streets between Fern Drive and Williamson Avenue and replacing approximately 1,700 feet of sewer mains between Malvern Avenue and Commonwealth Avenue. The sewer work included removing the existing 10-inch VCP and replacing it with new 12-inch VCP pipe between Commonwealth and Malvern and removing and replacing sewer north of Malvern to the end of the street project limits at Fern without upsizing.

BERRY STREET & IMPERIAL HIGHWAY SEWER MAIN REPLACEMENT PROJECT, BREA Dayton provided Project Engineering services to the City of Brea for this sewer main replacement project.

The project spanned 3,000 LF from Lambert Road to Imperial Highway (within Caltrans right-of-way), and on Imperial Highway from Berry Street to the Orange County flood control channel. This project required coordinating with Union Pacific Railroad and filing for a Caltrans encroachment permit, due to the segment within Caltrans right-of-way. The design of this project was split into two phases to accelerate the portion on Lambert Road where a roadway overlay was separately planned. The ultimate design included the installation of 100 feet of 10-inch VCP, 2,570 feet of 12-inch VCP, 300 feet of 15-inch VCP, and a total of 15 new manholes. Special sewer bypass designs were required at the railroad crossings to maintain railroad access at all times. OE also coordinated utility relocations for Chevron, AT&T, and water department and storm drain lines in conflict with the proposed line.

To avoid future maintenance and access issues, OE also proposed a new alignment for the sewer main that would avoid encroachment in Caltrans right-of-way.with a uniform grind and asphalt overlay, and preparing striping and signage plans to encompass parking and no parking areas.

TRANSIT SYSTEM (NTS) BUS STOP IMPROV EMENT, PHASE I (FTA FUNDED), NORWALK Dayton served as the Project Engineer to the City of Norwalk on the Bus Stop Improvement Project, Phase 1. The City’s Transit System was in need of a revamping of the City’s 166 bus stops, with a new bus stop addition within the City of Santa Fe Springs. Each bus stop required a variety of any one of the following upgrades: solar power equipt shelters; seating; trash receptacles; and signs built for real-time posting. OE was tasked with signage installation at 73 of the City’s bus stops along Routes 1 and 4, along with upgrading a further 9 stops. OE provided PES/Environmental preparations, base map and maintenance plan development, concept plans for bus stops, as well as a thorough field survey of all of the bus stops which included the use of drone surveying. OE’s contribution required 60 working days out of the project’s duration of approximately 18 months from the notice to proceed, with an estimated total project cost of $1.5 million, funded by the Federal Transit Administration (FTA).

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BS: Civil Engineering, California State University, Long Beach • eit #179155 Engineer-in-Training • software AutoCAD, Civil3D, InfraWorks, BlueBeam.

BACKGROUND
Both ambitious and goal driven, Jared planned for, and graduated from, California State University, Long Beach with a Bachelor’s Degree in Civil Engineering, all the while excelling in extra curricular programs at the University. He was the Project Manager for CSULB’s ASCE Concrete Canoe Competition, providing team support toward the project’s critical path, and worked with faculty to improve funding and utilize available space. Jared also became an active member with the American Society of Civil Engineers, as well as with the InterFraternity Council, Associated Students, Inc., and with Greek Intervarsity. Jared then took on the role of Civil Engineering Associate, becoming skilled with BlueBeam and Civil3D software involving design site grading and utility plans design for coordination and construction. Concurrently he collaborated with consultants regarding project timelines of traffic, geotechnical investigations and topographic surveys, and he completed site constraint analysis to identify all financial, developmental, and environmental concerns, and assisted with the entitlement process and permitting. After following that up by becoming an EIT, Jared has continued adapting further skills in the field including site planning, project entitlements, SWPPP, scheduling, and material take-off, along with collaborating with Project Managers and Superintendents for contract development, procurement, and scheduling, and has skills and experience in scope management during construction to ensure plans are built to specifications.

EXPERIENCE
LOCAL STREETS REHABILITATION PHASE I (CON CRETE IMPROV EMENTS) ZONE 3,

TRABU CO ROAD RESURFACING PROJECT (PEACHWOOD TO BAKE PARKWAY), LAKE FOREST
Jared served as Project Engineer for OE which was awarded this project and assigned the task to prepare full design Plans, Specifications and Estimates (PS&E) to the City of Lake Forest on the Trabuco Road Resurfacing Project for road resurfacing on Trabuco Road, between Peachwood Parkway and Bake Parkway. The work required the construction of 11 ADA ramps and 2 ADA driveways in total, median curb height construction, along with curb gutter and sidewalk repairs, and signing and striping replacement. The main objective is to improve the PCI for Trabuco Road following our team’s professional assessment of the existing pavement conditions in order to extend the useful service life of the streets, improve safety by upgrading to safer streets with better ride quality and pedestrian access, minimize future maintenance needs and costs, and enhance aesthetics.

SECTION 7: Resumes
| 34
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 LAKE FOREST DRIVE RESURFACING , FROM BAKE PARKWAY TO I-5 FREEWAY, LAKE FOREST
Jared served as Project Engineer for OE which was awarded this project and assigned the task to prepare full design plans, specifications and estimates (PS&E) for this roadway resurfacing project located at Lake Forest Drive, between Bake Parkway and the I-5 freeway. The project design plans were to be phased in order for the construction to be distributed into three phases as funding permitted. Along the approximately 5.5 mile stretch of road within the project limits, the phases required the construction of 152 ADA ramps and 22 ADA driveways in total and 7,105 linear feet of median curb height construction, along with the construction of bus pads, curb gutter and sidewalk repairs, and signing and striping replacement. The main objective was to improve the PCI of the street segments following our team’s professional assessment of the existing pavement conditions in order to extend the street service life, improve safety by upgrading to safer streets with better ride quality and pedestrian access, minimize future maintenance costs and enhance aesthetics. This project was funded through Measure M2, SB1 and Infrastructure Reserves Funds.

ARDEN DR. ZONE 3 STREET & BIKE LANE IMPROV EMENTS PROJECT (CIP 053/058), EL MONTE
Jared provided Project Engineering design services for the City of El Monte on the Arden Drive Zone 3 Street and Bike Lane Improvements Project. The work called for the preparation of PS&E to rehabilitate pavement on Zone 3 streets and Arden Drive, as well as construct ADA ramps, repair damaged curb and reconstruct cross gutters where drainage was affected. The pavement was treated with slurry seal, cape seal, milling and overlays. Failed pavement sections were treated with a deeper grind and a grindable fibrous interlayer to prevent reflective cracking in lieu of full depth reconstruction. Sidewalk was replaced in areas that did not meet ADA compliance, such as heaved sidewalk panels and minimum path widths. Damage due to tree root infiltration of 126 trees was also noted, requiring OE to assign a licensed arborist. Further enhancements were included in the design per the San Gabriel Valley Regional Bicycle Master Plan to include a Class II bike lane along Arden Drive and Class III bike lanes along Hickson Street, Esto Avenue, Marsen Street, Ranger Avenue, and Arden Way. OE subsequently updated the City’s Master Bike Plan with recommendations. OE also conducted public outreach activities to address concerns from local businesses, residents and stakeholders affected by the construction.

FY 2023-24 PAVEMENT MANAGEMENT PROG RAM IMPLEMENTATION PROJECT,

GLEND ALE
Jared served as Project Engineer to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping; and surveying well monument installations and replacements. Additional work included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance work within the City’s right-of-way.

SAND CANYON & PORTOL A PARKWAY IMPROV EMENTS, IRVINE
Jared served the City of Irvine as Project Engineer on the Portola Parkway and Sand Canyon Avenue Street Rehabilitation Project. The project consisted of rehabilitating approximately 4,500 linear feet of Portola Parkway and 9,300 linear feet of Sand Canyon Avenue, as well as rehabilitating the intersections of Sand Canyon Avenue & Laguna Canyon, Sand Canyon Avenue & Trabuco Road, and Sand Canyon Avenue & Irvine Boulevard. An additional design element included reconstructing curb ramps to meet ADA requirements where deficient.

TRANSIT SYSTEM (NTS) BUS STOP IMPROV EMENT, PHASE I (FTA FUNDED), NORWALK Jared served as the Project Engineer to the City of Norwalk on the Bus Stop Improvement Project, Phase 1. The City’s Transit System was in need of a revamping of the City’s 166 bus stops, with a new bus stop addition within the City of Santa Fe Springs. Each bus stop required a variety of any one of the following upgrades: solar power equipt shelters; seating; trash receptacles; and signs built for real-time posting. OE was tasked with signage installation at 73 of the City’s bus stops along Routes 1 and 4, along with upgrading a further 9 stops. OE provided PES/Environmental preparations, base map and maintenance plan development, concept plans for bus stops, as well as a thorough field survey of all of the bus stops which included the use of drone surveying. OE’s contribution required 60 working days out of the project’s duration of approximately 18 months from the notice to proceed, with an estimated total project cost of $1.5 million, funded by the Federal Transit Administration (FTA).

SECTION 7: Resumes
| 35
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 eric urso, lsit
Project engineer
10Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
bs Civil Engineering, The Citadel, The Military College of South Carolina • ma Geographic Information Science, California State University, Long Beach • lsit #9297 Land Surveyor-in-Training • software AutoCAD, SurveyCAD and Civil 3D.

BACKGROUND
Eric found his passion in the Civil Engineering field over 10 years ago, graduating with a Bachelor of Science in Civil Engineering from The Citadel, The Military College of South Carolina, and very recently completing his Master’s program at California State University, Long Beach in Geographic Information Science (GIS). He has spent many years working in construction management. His time spent in construction management helped him understand many of the inner-workings of the industry. Lately, within the past year, Eric has focused his attention toward Land Surveying. In that role, he has performed topographic surveys, construction surveys, boundary surveys, and construction staking, which has sharpened his skills and increased his attention to detail, allowing for a more clear understanding when applying his skills and experience to CAD work, including proficiency with Pix4DMapper, ENVI and photogrammetry.

Eric has now worked as a Land Surveyor on various projects for Los Angeles and Orange Counties. Such projects include the 6th Street Bridge in Downtown Los Angeles, Metro Purple Line Extension Section 3 in Century City, and 405 Highway Widening for Orange County Transportation Authority (OCTA). This work includes proficiency in using the Leica Total Station System and Data Collector and the use of GPS for traversing and establishing bench marks.

EXPERIENCE
LOCAL STREETS REHABILITATION PHASE I (CON CRETE IMPROV EMENTS) ZONE 3,

NORWALK
Jared provided Project Engineering services on the Local Streets Rehabilitation Program Phase I (Concrete Improvements) in Zone 3, which is bound by the Union Pacific Railroad to the Northwest, the I-5 Freeway to the Northeast, Imperial Highway to the South, and Firestone Boulevard to Southwest. The project involved removal and replacement of sidewalk (3,000 SF); curb and gutter (2,600 LF); new and replacement ADA curb ramps (93 ramps and 10 truncated domes); driveway approach repairs (500 SF); cross gutter replacements (29 locations with associated curb ramps); including incidental asphalt work, utility relocations and traffic control. 247TH STREET AREA WATER MAIN REPLACEMENT PROJECT, LOMITA Eric served as Project Engineer to The City of Lomita for the 247th Street Area Water Main Replacement Project. The project limits were on 246th Street, 247th Place, 248th Street, Western Avenue and Lomita Boulevard and involved the installation of 3,300 linear feet of new 6-inch PVC water mains to provide improved flow, pressure, and fire protection.

The existing 4-inch/6-inch water main systems were constructed between 1928 and 1930 and had exceeded its useful service life. The proposed water main was installed parallel to the existing main while keeping the old line in service to minimize downtime for the public. All fire hydrants, service laterals, valves, blow-offs, air release valves, and other associated water appurtenances were replaced, and sectional pavement, curb gutter and sidewalk were removed and reconstructed according to ADA standards and drainage patterns. Encroachment permits from Caltrans and the City of Los Angeles within their jurisdictions were secured. Funding was sourced from the City’s CIP Program and the FEMA Hazard Mitigation Grant Program.

SECTION 7: Resumes
| 36
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

EUCLID STREET REHABILITATION & RESURFACING , FROM EDING ER TO WARNER AVENU E,

FOUNTAIN VALL EY
Eric served as Project Engineer to the City of Fountain Valley on the Euclid Street Rehabilitation and Resurfacing Project, which was located on Euclid Street, from Edinger Avenue to Warner Avenue. Approximately 5200 linear feet (1 mile) of roadway required rehabilitation which involved curb, gutter and sidewalk reconstruction, 8 curb returns with ADA curb ramp and 5 driveways to be replaced, signing and striping replacement, and utility appurtenance adjustments. Aerial photographs of the street were captured for use in base map features which included utility appurtenance locations, digout areas, street striping configurations, and pavement limits, along with a topographic survey. The construction budget of this project totaled approximately $1.7 million.

BENN ETT AVENUE, WASHING TON AVENUE, WESTRIDG E AVENUE AND BEND ER AVENUE

CUL -DE-SACS PROJECT, GLENDORA
Eric served as Project Engineer on the Bennett Avenue, Washington Avenue, Westridge Avenue and Bender Avenue Cul-De-Sacs Project for the City of Glendora. This included the design of nearly 7,000 LF of new 8-inch ductile iron/ C909 PVC water mains to improve flow, pressure and fire protection, along with 311,000 SF of streets requiring improvements. Other work included a striping enhancement concept to incorporate marked class II bike lanes, repurposing crosswalk warning lights, reconstructing and replacing 16 ADA curb ramps for compliance, traffic signal inductive loop replacement, and water main appurtenance installation and replacement. A section of pipeline located at Bennett Avenue near Valencia Street had passed beneath a storm drain, requiring directional drilling to facilitate new water main installation through the area. This was accompanied by assessments of fire hydrants, air and vacuum release valves, and water meters and services laterals.

DURFEE AVENU E & RAMON A BOULEVARD SIDEWALK IMPROV EMENTS PROJECT, EL MONTE
Eric was the Project Engineer for the City of El Monte on the Durfee Avenue and Ramona Boulevard Sidewalk Improvements Project (CIP No. 002). The project limits included two areas. The first was south side of Ramona Boulevard, between the eastern city limit - west side of San Gabriel River Trail – and Durfee Avenue (1,115 linear feet).

The second location was on both sides of Durfee Avenue, between Ramona Boulevard and the address of 4000 Durfee Avenue (2,525 linear feet). The project had five main objectives. (1) reconstruct sidewalks, driveways, and curb ramps within project limits as necessary to comply with current ADA requirements. (2) identify surface utilities preventing ADA compliance and provide design alternatives that include constructing around the interfering utilities or relocating them. (3) evaluate existing infrastructure (sidewalks, driveways, and curb ramps) for adherence to current ADA requirements. (4) construct new ADA compliant sidewalk where absent. (5) ensure all improvements are constructed within the existing right-of-way.

ZONE 3 COLL ECTOR ROAD IMPROV EMENTS PROJECT, LAGUN A BEACH Eric served as Project Engineer to the City of Laguna Beach toward the development of Plans, Specifications & Estimates for street improvements of Park Avenue, from Glenneyre Street to Wendt Terrace; Glenneyre Street, from Park Avenue to Thalia Street; and Thalia Street, from Temple Hills Drive to the South End The City. The project consisted of rehabilitating approximately 3,200 linear feet of Park Avenue, 2,500 linear feet of Glenneyre Street, and 2,500 linear feet of Thalia Street. Additional tasks include analyzing crown slopes at pedestrian crossings to reduce crossfall and steep crowns, as needed, along with utility adjustments, a record of survey on Thalia Street, a two-phase set of traffic control plans, and signing and striping. Traffic control and detour plan phasing was also included in order to accommodate the summer moratorium. For Thalia Street, OE prepared a Record of Survey and filed with the County of Orange illustrating the existing centerline from Temple Hills Drive to the southwest end. .

METRO WEST SIDE PURPLE LINE EXTENSION PROJECT, LOS ANG ELES Eric processed and reviewed submittals and any transmittals necessary for decking and excavation work at La Brea, Fairfax, and La Cienega on the Metro West Side Purple Line Extension Project. In providing Metro with any support they needed, Eric’s duties encompassed public records inquiries, pay app reviews, RFI reviews, keeping up to date with SOE work which includes pile production and tracking, Geotech Instrumentation, tie back installation, coordination with surveyors, and participating in field visits when, necessary.

METRO DIVISION 20 PORTAL WIDENING TURNBACK PROJECT, LOS ANG ELES On the Metro Division 20 Portal Widening Turnback Project for the City of Los Angeles, Eric processed and reviewed submittals, RFIs, and correspondence for construction services in Metro Rail Yard which consists of demolition, civil improvements, traction power substation, ductbanks, street improvements, support of excavation, and structural bridge reinforcement.

SECTION 7: Resumes
| 37
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 david loria
Project engineer
14Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
FAA license d #4098277 Commercial Drone Remote Pilot • Leica Geosyste ms Cyclone Point Cloud Processing Software • EOS Systems PhotoModeler Motion Photogrammetric Image Analysis/3D Modeling • autodes k Auto CAD, Civil 3D, Revit, 3D Max, Recap • TopCon Scan Master Point Cloud Processing Software • As: 3D Computer Animat ion Brooks College, Long Beach, 2004 • certified AutoCAD & Civil 3D

BACKGROUND
David Loria has accumulated over 14 years of experience crafting his knowledge and skills in the survey and engineering industries that include CAD management, drafting and estimating, survey data and mapping, design analysis, base mapping, QA/QC checking, HD Laser scanning, 3D modeling and animation, forensic research, improving workflow pipeline methods, base maps, generating digital terrain models and accurate 3D line-work, and point cloud analysis and feature extraction, as well as advance photogrammetric modeling and analysis software. He has over 8 years of experience planning and performing site inspections and laser scans in the field, and analyzing, drafting, modeling and animating scenes for final presentations under strict deadlines. Other skills include drafting as-builts and record drawings for contract closeout submittals, and drafting base maps by combining survey data, Edison field inventory maps, public utility as-builts and other data for planning the removal, installation, replacement or repair of Edison electrical line, equipment or structures. David is proficient in multiple workflows depending on the needs and budget of a project to make sure it is completed on time and within budget.

EXPERIENCE
NEWPORT BLVD. WIDENING IMPROVEMENTS PROJECT, COSTA MEsA David worked as a Project Engineer to the City of Costa Mesa on the Newport Boulevard Widening Improvements Project, which consists of widening a portion 77 Fair Drive of southbound Newport Boulevard to accommodate a fourth through lane and improve its Level of Service from the current “F” rating (ranging from 1.10 to 1.30). The section of roadway to be enhanced is approx. 2,700 linear feet southwest from 19th Street to the Superior Avenue turn-off located northeast of 17th Street. The project is within Caltrans jurisdiction and requires traffic signal modifications, utility and street light relocations, and right-of way acquisitions to accommodate the additional through lane and right-turn pockets.

BELLFLOWER COMPLETE STREETS PROJECT, bellfower
David worked as a Project Engineer to the City of Costa Mesa on the Newport Boulevard Widening Improvements Project, which consists of widening a portion 77 Fair Drive of southbound Newport Boulevard to accommodate a fourth through lane and improve its Level of Service from the current “F” rating (ranging from 1.10 to 1.30).

The section of roadway to be enhanced is approx. 2,700 linear feet southwest from 19th Street to the Superior Avenue turn-off located northeast of 17th Street. The project is within Caltrans jurisdiction and requires traffic signal modifications, utility and street light relocations, and right-of way acquisitions to accommodate the additional through lane and right-turn pockets.

Residential Streets Pavement Rehabilitation Projects-Areas 1, 2, & 4, downey David provided the City of Downey with Project Engineering services for the Residential Streets Pavement Rehabilitation Project for Areas 1, 2, and 4. The main objective was to improve the PCI of the area residential street SECTION 7: Resumes
| 38
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 segments in order to extend the street service life, improve safety, minimize costs and maintenance needs, and enhance aesthetics. In order to accurately develop a scope of work and fees for the design services, OE conducted a detailed field evaluation, a thorough review of the City’s Pavement Management Plan, and approximated the costs for the construction activities to develop a final list of residential street segments. OE was then able to determine the quantity of streets that could be incorporated into the engineering design, which rehabilitation method to use and which method could be feasibly rehabilitated while adhering to the City’s available budget, along with providing recommendations and estimates. Upon approval by the City, the team then began to prepare separate PS&E packages for areas 1, 2 and 4. The work across the three zones covered nearly 29 miles of residential streets. On a number of segments OE used straight grade between tie-in points at adjacent segments to maximized drainage slopes. A total of 164 Curb Ramps were reconstructed to meet ADA compliance along with 85 total driveways, in addition to street widening and single-sided street parking construction. Collaboration with Caltrans, LA County Flood Control District and Union Pacific Rail Road was also performed in order to acquire permit acquisitions on the segments. The work was completed on time and within budget.

Lake Forest Drive Resurfac ing (Bake Parkway to I-5), lake foresT David served as a Project Engineer for the City of Lake Forest on this project to prepare full design plans, specifications and estimates (PS&E) for this roadway resurfacing project located at Lake Forest Drive, between Bake Parkway and the I-5 freeway. The project design plans were to be phased in order for the construction to be distributed into three phases as funding permitted. Along the approximately 5.5 mile stretch of road within the project limits, the phases required the construction of 152 ADA ramps and 22 ADA driveways in total and 7,105 linear feet of median curb height construction, along with the construction of bus pads, curb gutter and sidewalk repairs, and signing and striping replacement. The main objective is to improve the PCI of the street segments following our team’s professional assessment of the existing pavement conditions in order to extend the street service life, improve safety by upgrading to safer streets with better ride quality and pedestrian access, minimize future maintenance costs and enhance aesthetics. This project is funded through Measure M2, SB1 and Infrastructure Reserves Funds.

Trabuco Road Resurfac ing Project (Peachwood to Bake Parkway), lake foresT David served as a Project Engineer to the City of Lake Forest to prepare full design Plans, Specifications and Estimates (PS&E) to the City of Lake Forest on the Trabuco Road Resurfacing Project for road resurfacing on Trabuco Road, between Peachwood Parkway and Bake Parkway. The work required the construction of 11 ADA ramps and 2 ADA driveways in total, median curb height construction, along with curb gutter and sidewalk repairs, and signing and striping replacement. The main objective is to improve the PCI for Trabuco Road following our team’s professional assessment of the existing pavement conditions in order to extend the useful service life of the streets, improve safety by upgrading to safer streets with better ride quality and pedestrian access, minimize future maintenance needs and costs, and enhance aesthetics.

Citywide ADA Curb Ramps & Path of Travel Pedestrian Access ibility Improvement, long beach
David served as a Project Engineer to the City of Long Beach involving Citywide ADA Curb Ramps and Path of Travel Pedestrian Accessibility Improvements. The objective of the project was to design and construct at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility codes and standards. The project was to complete 1,000 of those ramps deemed most critical for accessibility. OE’s team utilized AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard Plan A88A, and had to consider other accessibility standards due to occasional unavailability of a suitable ramp case and type.

The project work entailed the preparation of detailed individual curb ramp construction plans with the inclusion of horizontal geometrics, design elevations and dimensions, and utility appurtenance adjustments and relocations, along with concrete infrastructure such as curb, gutter, cross-gutters, and sidewalk. The necessary reconstruction was incorporated in order to accommodate the new curb ramps, meet accessibility requirements, and maintain drainage. Additional design elements required consideration, which involved constructing 32”x54” size flat landings next to each pedestrian push-button at signalized intersections and installing guardrails where retaining curbs adjoined walkable hard surfaces. Due to the large volume of ramps reconstructed each year, small batches of design details and construction of the ramps were provided to the City at regular intervals through-out a continuous process, with City submittals made on a monthly basis at a scaled frequency and quality.

SECTION 7: Resumes
| 39
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Jason to
Project engineer
5 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BS: Bachelor of Science-Civil Engineering, California State University, Fullerton • SKILL S: AutoDesk, AutoCAD, RAM Structural Systems, ArcGIS • ROL ES: CAD Designer 1, Lab Engineer 1, Technical Specialist, Construction Manager

BACKGROUND
Jason To is an entheusastic Project Engineer and a recent graduate from Calfornia State University, Fullerton, earning a Bachelor’s of Science Degree in Civil Engineering. He quickly followed this by taking on the role of Lab Engineer 1 and Technical Specialist for RMS Energy Consulting, where he provided projects scheduling, data analysis, drafted standard testing procedures for energy efficient appliances, and configured, calibrated and tested thermal couples equipment energy appliances for energy efficiency. In this role, Jason gained a wide range of design experience beginning with Soil Mechanics, where he determined properties of soil required for foundation design, then in Reinforced Concrete Design, where he designed and analyzed reinforced concrete structures, followed by Structural Steel Design, where he designed and analyzed steel structures. Jason also gained experience in Engineering Surveying, where he learned how to properly survey and use surveying equipment, as well as in Construction Management in learning how to create a project schedule and cost estimates with safety and reliability considerations through MS Project. His most recent position at Advantage Engineers allowed him work as a CAD Designer 1, where he designed and drafted zoning and construction drawings, site plans, red-line corrections, etc. for the purpose of wireless siting, and communicated drawing status and schedule to the Project Manager and other Team members, making him a team player along with his acquired design and management skills in the field.

EXPERIENCE
FY 2022-23 ANNU AL PAVEMENT REHABILITATION PROJECT, PHASES 1-4, WHITTIER Jason provided the City of Whittier with Project Engineering services through 4 phases of their Annual Pavement Rehabilitation Project. The project purpose was to rehabilitate approximately 49,000 linear feet (9.3 miles) of 46 streets with a variety of slurry and cape seal, and grind and overlay in order to achieve an extended pavement service life while minimizing future maintenance needs, improve safety and enhance aesthetics. The required work involved pavement, curb, gutter and sidewalk repair and rehabilitation, reconstructing 62 ADA curb ramps (52 with missing truncated domes), replacing 9 cross gutters, utility appurtenance adjusting and relocating, and signing and striping.

The project also required Caltrans Encroachment Permits for streets around Whittier Boulevard, and permits for the Union Pacific Railroad (UPRR) due to street proximity to the right-of-way on the southwest end. OE’s in-house Laser Scanner was utilized to capture visible indications of surface utilities, trees, utility poles, luminaries, fencing, walls, sidewalks, hardscape, signs, and edge of pavement lying within the ramp locations, as well as lip of gutter, flow-line, top of curb, and back of walk elevations were documented. The survey also extended beyond the ramp’s BCRs/ECRs to ensure proper tie-in to the existing infrastructure.

ZONE 3 COLL ECTOR ROAD IMPROV EMENTS, LAGUN A BEACH
Jason provided Project Engineering services to the City of Laguna Beach for the development of Plans, Specifications & Estimates for street improvements of Park Avenue, from Glenneyre Street to Wendt Terrace; Glenneyre Street, from Park Avenue to Thalia Street; and Thalia Street, from Temple Hills Drive to the South End The City. The project consists of rehabilitating approximately 3,200 linear feet of Park Avenue, 2,500 linear feet of Glenneyre Street, and SECTION 7: Resumes
| 40
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 2,500 linear feet of Thalia Street. Additional tasks include analyzing crown slopes at pedestrian crossings to reduce crossfall and steep crowns, as needed, along with utility adjustments, a record of survey on Thalia Street, a two-phase set of traffic control plans, and signing and striping. Traffic control and detour plan phasing is also included in order to accommodate the summer moratorium and for Thalia Street, OE prepared and filed with the County of Orange a Record of Survey showing the existing centerline from Temple Hills Drive to the southwest end.

CLARK AVENU E REHABILITATION PROJECT, BELLFLOWER
Jason provided Project Engineering services to the City of Bellflower on the Clark Avenue Rehabilitation project.

The project spanned 2,200 LF of arterial roadway from Artesia Boulevard to the South City limits. The scope of work included an inverted grind and overlay to reduce the crown height and provide more gradual grads at the edge of the roadway. The project also entailed a full-width ARHM overlay, localized full-depth reconstruction, installing 22 traffic loops, adjusting 22 manholes and 35 valves, metal hand-railing, curb & gutter, PCC driveways, and 11 curb ramp replacements to meet ADA compliance, as well as necessary traffic striping. Due to the projects close proximity to the City of Lakewood, OE was required to coordinate with both the City of Bellflower and the City of Lakewood. 247TH STREET AREA WATER MAIN REPLACEMENT PROJECT, LOMITA Jason provided Project Engineering services to The City of Lomita for the 247th Street Area Water Main Replacement Project. The project limits are on 246th Street, 247th Place, 248th Street, Western Avenue and Lomita Boulevard and involved the installation of 3,300 linear feet of new 6-inch PVC water mains to provide improved flow, pressure, and fire protection. The existing 4-inch/6-inch water main system was constructed between 1928 and 1930 and had exceeded its useful service life. The proposed water main was installed parallel to the existing main while keeping the old line in service to minimize downtime for the public. All fire hydrants, service laterals, valves, blow-offs, air release valves, and other associated water appurtenances were replaced, with sectional pavement, curb gutter and sidewalk were removed and reconstructed according to ADA standards and drainage patterns. Encroachment permits from Caltrans and the City of Los Angeles within their jurisdictions was secured. Funding was sourced from the City’s CIP Program and the FEMA Hazard Mitigation Grant Program.

ADA ACCESS RAMP IMPROV EMENTS PROJECT, PHASES 13 THRU 17, LAKE FOREST Jason provided Project Engineering services for the City of Lake Forest on the ADA Access Ramp Improvements Project, Phases 13 through 17. The project was funded through the Community Development Block Grant. The goal of the project is to re-design existing access ramps to meet compliance with the ADA State of California Building Code, Title 24 Standards along with City of Orange Standard Plans, requiring a full cultural resources study and report of California Historical Resources, a Sacred Lands search, a Reconnaissance Report, and a pedestrian field survey of the project area. This 5 phase project requires a total of 113 ramp designs, reconstruction and replacement for a period of 3.5 years. The ramps components includes landing widths, side flares, and landing/running/counter and sidewalk cross slopes. Adjacent sidewalk, curb and gutter replacements are made as necessary.

RESIDENTIAL STREETS PAVEMENT REHABILITATION FOR AREAS 1, 2, & 4, DOWNEY Jason served as a Project Engineer to the City of Long Beach involving Citywide ADA Curb Ramps and Path of Travel Pedestrian Accessibility Improvements. The objective of the project was to design and construct at least 20,000 new ADA compliant curb ramps over the next 20 years in accordance with current State and Federal accessibility codes and standards. The project was to complete 1,000 of those ramps deemed most critical for accessibility. OE’s team utilized AutoCAD Civil 3D on 3D surfaces for the designs in compliance with the Long Beach Standard Plan No. 122 in order to satisfy the maximum allowable slopes dictated in the most current version of Caltrans Standard Plan A88A, and had to consider other accessibility standards due to occasional unavailability of a suitable ramp case and type.

SECTION 7: Resumes
| 41
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 henry lu
Project engineer
7 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BS Civil Engineering University of Transport, Ho Chi Minh City in Viet Nam • skills Design & Analysis for Roadway, Slope Stability and Drainage Design • SOFTWARE AutoCAD and Civil 3D, SewerGEMS, GEO-Slope

BACKGROUND
Henry is a skilled Project Engineer, able to handle a wide range of Civil Engineering Drafting with the use of AutoCAD. His Civil Drafting work experience has involved title sheets, general notes, existing conditions, and plans for site, utility, fire access, erosion control and parking in the field of Land Development; ALTA land titles, boundaries, topographics, preconstruction, commercial and residential surveys in the field of Land Surveys; plans for landscape, foundation, floor, and roof in the field of Architecture Drawings; As-Built Drawings, showing the changes during construction; and beams, columns, foundations, slabs, piles, and stairs in the field of Structural Drawings. His experience on plans extends to Public Improvement Construction, Site Improvement, and Final Development. His design drawings experience is lengthy, involving Plan and Profile Roadway Design, Finish Surface and Intersection, Subdivision and Curb Ramp Designs, Pland and Profile of Sanitary Storm Water, Sewer, Water Lines, Surface Model and Earthwork Calculations, Interference Check, Existing Surface Contour Analysis, Infraworks, and Topographic Surveying.

EXPERIENCE

PUEBLO STORAGE ROADW AY IMPROV EMENTS PROJECT, NAPA, CA Henry provided Project Engineering services on the Pueblo Storage Roadway Improvements Project in the City of Napa, California. Located at Pueblo Avenue, the project consisted of 7 Buildings and Parking Lots on a parcel area totaling approximately 101,756 square feet of roadway at a width of 18 feet. Henry provided the construction and roadway design for the entire project, from survey to completion. Utilities were also included involving a 12 inch storm drain, a 1 inch water PVC, and a 4 inch sewer PVC SDR 26, and gas and electrical.

ROSECRANS RESIDENCE ROADW AY IMPROV EMENTS PROJECT, NAPA, CA Henry provided Project Engineering services on the Rosecrans Residence Roadway Improvements Project in the City of Napa, California. The project was located at Steele Canyon Road and required new roadway design for a 37.43 AC parcel area measuring 12 feet wide and 22,553 square foot (0.52 AC) long, along with utility design of an 18 inch storm drain, 6 inch PVC, an 8 inch wide sewer system, gas, electric, etc. A City of Napa Ladder Truck was utilized for a fire prevention plan.

MARIN WOODS SUBD IVISION NC HIGHWAY 210 PROJECT, JOHNSON, NC Henry served as the Project Engineer on the Marin Woods Subdivision NC Highway 210 Project in the City of Johnson, North Carolina. The project consisted of 143 proposed lots, 149,734 square feet of the 210 highway at 29 feet of length, 5 foot wide sidewalk, an 8 foot dip water main, and an 8 inch PVC sanitary sewer main. Henry was called upon to provide the needed construction drawings for the area and to provide the new designs for the utility systems.

ORANG EBU RD ROAD PROJECT, PHASES I & II, DORCHESTER COUN TY, NC Henry was the Project Engineer for Dorchester County on two phases of the Orangeburd Road Project. Henry provided the construction drawings for 132 lots and 60 feet of right-of-way, 4 foot wide sidewalk, an 8 inch C900 PVC and DIP water line, an 8 inch DIP & PVC sewer line, and a 15 inch to 36 inch storm drain line.

MILL ARD CROSSING PROJECT, NORTH CAROL INA
Henry provided Project Engineering services on the Millard Crossing Project in North Carolina. Henry provided the construction drawings for 95 lots and 60 feet of right-of-way, 5 foot wide sidewalk, and 15 inches to 24 inches of storm drain, an 8 inch PVC water pipe, and an 8 inch PVC sewer line.

SECTION 7: Resumes
| 42
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 leonard phung
Project engineer
7 Years of
Exper ience
fields of expert ise :

WIDENING WATER SEWER DRAINAGE ROADWAY

BACKGROUND
Leonard is a skilled Project Engineer, able to handle a wide range of Civil Engineering Drafting with the use of AutoCAD.

His Civil Drafting work experience has involved title sheets, general notes, existing conditions, and plans for site, utility, fire access, erosion control and parking in the field of Land Development; ALTA land titles, boundaries, topographics, pre-construction, commercial and residential surveys in the field of Land Surveys; plans for landscape, foundation, floor, and roof in the field of Architecture Drawings; As-Built Drawings, showing the changes during construction; and beams, columns, foundations, slabs, piles, and stairs in the field of Structural Drawings. His experience on plans extends to Public Improvement Construction, Site Improvement, and Final Development. His design drawings experience is lengthy, involving Plan and Profile Roadway Design, Finish Surface and Intersection, Subdivision and Curb Ramp Designs, Pland and Profile of Sanitary Storm Water, Sewer, Water Lines, Surface Model and Earthwork Calculations, Interference Check, Existing Surface Contour Analysis, Infraworks, and Topographic Surveying.

EXPERIENCE

CECILE COU RT SUBD IVISION PROJECT-LLOYD DRIVE IMPROV EMENTS, NAPA, CA Leonard provided Project Engineering services on the Cecile Court Subdivision Project-Lloyd Drive Improvements in the City of Napa, California. Located at 4060 Lloyd Drive, the project consisted of approximately 46,655 square feet of roadway at a width of 36 feet, 4 foot wide sidewalk, and a 30 foot radius cul-de-sac. Leonard provided the roadway improvement design for the entire project, from survey to completion. Utilities were also included, and involved a 6 inch PVC storm drain pipe and an 8 inch sewer PVC, and gas and electrical.

LOS ROBL ES SUBD IVISION PROJECT, NAPA, CA
Leonard provided Project Engineering services on the Los Robles Subdivision Project in the City of Napa, California.

The project was located at Seville/Los Robles Drive and required new roadway improvement plans design for 256,356 square feet of the roadway measuring 22 feet in width. The project also called for the design of 3 retaining walls at a max height of 5 feet for each wall, as well as utility design of an 18 inch storm drain, 8 inch PVC, an 8 inch wide sewer system, gas, electric, etc. A City of Napa Ladder Truck was utilized for a fire prevention plan.

WEND ELL FALL S ROADW AY & PUBL IC UTILITY IMPROV EMENT PROJECT, WENDELL, NC Leonard served as the Project Engineer on the Wendell Falls Roadway and Public Utility Improvements Project in the City of Wendell, North Carolina. The project consisted of 38,068 square feet of roadway at 30 feet of length, 16,702 square feet of 5 foot wide sidewalk, 1,878 LF of water main, and 2,180 LF of sewer main. Leonard was called upon to provide the needed construction drawings for the area and to provide the new designs for the utility systems improvements.

HIGHLAND RIDG E SUBD IVISION PROJECT, PHASES I - IV, ANG IER, NC Leonard was the Project Engineer for the Highland Ridge Subdivision Project, Phases I thru IV in Angier, North Carolina.

The project was located at Kennebec Road. Leonard provided the construction drawings for 256 lots and 60 feet of right-of-way, 5 foot wide sidewalk, an 8 inch C900 PVC and DIP water line, an 8 inch DIP & PVC sewer line, and a 15 inch to 36 inch storm drain line on all 4 phases. Leonard also provided erosion control plans design for the first three phases.

QUALIFICATIONS
(951) 264-9023 • [email protected] • 16817 Rainy Vale Avenue, Riverside, CA 92503

BACKGROUND
Noorzay Geotechnical Services Inc. has developed pavement design recommendations in accordance with Caltrans Highway Design Manual and the latest edition of the “Greenbook”. Noorzay has the capabilities to obtain encroachment permits, core at representative locations, and perform the necessary laboratory testing to provide an economical design for the project. Noorzay is adept at slope stability issues, foundation recommendations, settlement or expansive soils, and more. Noorzay utilizes certified technicians for compaction testing during grading, subgrade preparation, trench backfill, aggregate base placement, and hot mix asphalt paving. They can also provide ACI certified technicians for concrete testing in the field and sampling for compressive strength testing. For over the past 15 years, Noorzay has provided pavement evaluations, compaction testing, soils reports, along with all other geotechnical needs.

EXPERIENCE

GREEN TREE BOULEVARD TO YATES ROAD EXTENSION PROJECT, VICTORVILL E NoorzayGeo prepared the Materials Report for Green Tree Boulevard to Yates Road Extension Project in Victorville, California. The project extended from 500 feet west of Green Tree Boulevard from its intersection with Hesperia Road and continued east over the BNSF railroad tracks to merge with Ridgecrest Road and Yates Road. At the western limit, the alignment also included a portion of Hesperia Road from approximately 400 feet north of its intersection with Green Tree Boulevard to Coad Road to the south. At the eastern limit, the project alignment split and continued onto Yates Road, heading north to its intersection with Park Road and extending south on Ridgecrest Road to approximately 1,000 feet south of Chinquapin Drive. The project scope of services included reviewing available reports prepared by project personnel, a field investigation and associated laboratory testing, engineering analysis and preparation of the Materials Report suitable for submission to Caltrans.

LENWOOD ROAD GRADE SEPARATION PROJECT, BARSTOW
NoorzayGeo provided Quality Assurance on this $32 million dollar Grade Separation Project as part of the Alameda Rail Corridor East Project for the City of Barstow. The project was intended to facilitate the flow of both vehicular and freight rail traffic though the City of Barstow. This project developed a grade separated crossing along Lenwood Road over the existing BNSF tracks. The improvements include the widening of Lenwood Road from two lanes to four lanes between Main Street and Jasper Road. The grade separation allowed for improved emergency response time and reduced congestion and in turn improved the air quality of the surrounding area. Maihan provided Quality Assurance management involving testing services for construction materials at the direction of the Project Managers of Simon Wong Engineering. The scope of work included compaction, concrete and materials testing of many aspects of the project such as mechanically stabilized earth walls, structural fill and embankment, and sewer improvements.

BRIDG E AT RANCHERO ROAD OVER THE I-15 FREEWAY, HESPERIA NoorzayGeo provided Quality Assurance Management for thje City of Hesperia on the I-15 and Ranchero Road Interchange Project. This project consisted of a bridge at Ranchero Road over the I-15 freeway in Hesperia, CA. The Noorzay team supervised the Quality Assurance Materials Testing and Inspection services in accordance with the Caltrans construction manual as well as the project special provisions. Administered and oversaw the hot mix asphalt QC/QA program including the coordination and verification of the contractors QC laboratory testing. Served as QA Project Manager for this project and his daily responsibilities included reviewing daily reports, presenting lab and field test data, and offering technical guidance. Prepared the invoices using the SANBAG templates and categorizes and files all test data. Performed review and acceptance of hot-mix asphalt (HMA) mix designs, material submittals including JPCP and PCC mix design submittals, and Quality Control plans provided by others. This project went through multiple audits by Caltrans and met Caltrans expectations for each audit. geotechnical investigat ion & materials testing
noorzaygeo, inc. NoorzayGeo
SECTION 7: Resumes
| 44
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Onward Engineering
300 S. Harbor Blvd., Suite 814
Anaheim, CA 92805
(714) 533.3050 | www.oe-eng.com
City of Gardena June 13th, 2024
Public Works Department
1717 West 162nd Street
Gardena, CA 90247-3778
Attn: Kevin Kwak, Assistant Public Works Director
[email protected].

Subject: GENERAL CIVIL ENGINEE RING DESIGN, CONSTRUCT ION MANAGEMENT & inspection,

TRAFFIC ENGINEERING, ARCHITECTU RE AND LANDSCAPE ARCHITECTU RE, GEOTECHNICAL

ENGINEE RING/GEOLOGY AND MATERIAL TE STING, AND STAFF AUGMENTATION ON-CALL

PROFESSIONAL SERVICES
Onward Engineering (OE) is pleased to submit this proposal to provide Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture and Landscape Architecture, Geotechnical Engineering/Geology and Material Testing, and Staff Augmentation On-Call Professional Services for the City of Gardena. Our team of experienced Construction Managers and Inspectors is dedicated to delivering exceptional results while minimizing disruptions to the community.

We understand that effective construction management requires more than technical expertise; it requires a commitment to the human element of every project. Our approach prioritizes clear communication, community engagement, and transparency. We utilize advanced outreach tools to keep stakeholders informed and involved, ensuring that the impact on the community is always considered and addressed.

In addition to our commitment to communication and outreach, we leverage Orange Vest, our proprietary construction documentation tool. This innovative tool allows us to document work in real-time, providing comprehensive and transparent updates on project progress. Orange Vest enhances our ability to manage construction activities efficiently and ensures that all project documentation is accurate and up-to-date.

No addenda has been distributed for this proposal.

OE has read, understands, and agrees with the City’s Services Agreement, with no exceptions taken.

OE understands, can and will comply with the City’s insurance requirements.

We thank you for the opportunity to serve the City of Gardena.

Thank you,
Majdi Ataya, PE
President, Onward Engineering
Onward Engineering | Design Smarter. Build Better.
1 Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 At Onward Engineering (OE), our mission is to set a new standard of excellence in consulting services for our clients, ultimately enhancing the quality of life in the communities we serve.

MISSION STATEMENT
Incorporated Year 2004
as a “C” Corporation in
the state of CA. 20 Years
in business 34 Employees
DESIGN Engineering
PROJECT Management
CONSTRUCT ION Management
STAFF Augmentation
PLAN Check
CONSTRUCT ION Inspection
surveying
California Secretary of
State business entity
number: C2640309
firm Details
Professional
SERVICE S firm HISTORY
Onward Engineering
300 S. Harbor Blvd.

Suite 814, Anaheim, CA 92805
(714) 533.3050 | [email protected]
Legal name &
address
Firm’s general informa tion

1. Human Element:

At OE, we understand that successful construction management goes beyond technical execution. It requires a deep commitment to the human element of every project. We prioritize clear and open communication with all stakeholders, ensuring that the community’s needs and concerns are addressed. Our strategies are designed to minimize disruptions and maintain a positive impact on the community throughout the construction process.

2. Advanced Outreach Tools:

Effective communication is at the heart of our project management philosophy. We utilize a range of advanced outreach tools to keep stakeholders informed and engaged. Our methods include regular updates, enhanced public notices, community meetings, and a customized telephone hotline. These tools ensure that all parties are aware of project progress and can voice their concerns or suggestions, fostering a collaborative and inclusive project environment.

3. Orange Vest for Real-Time Documentation:

OE leverages Orange Vest, our proprietary construction documentation tool, to enhance transparency, accuracy, and efficiency. Orange Vest allows us to document work in real-time, providing comprehensive updates on project progress. This tool ensures that all construction activities are meticulously tracked, and all documentation is up-todate, facilitating seamless project management and accountability.

4. Experienced Team:

Our team of experienced Construction Managers and Inspectors brings a wealth of knowledge and expertise to every project. We are well-equipped to handle a variety of construction management and inspection tasks, ensuring that each project is executed with the highest standards of quality and professionalism. Our collaborative approach and strong team dynamic enable us to deliver projects that meet and exceed the City of Gardena’s expectations.

Onward Engineering is dedicated to providing exceptional construction management and inspection services that prioritize the needs of the community, leverage advanced technology, and deliver high-quality results. We look forward to the opportunity to partner with the City of Gardena and contribute to the success of your public works projects.

Executive Summary
SECTION 2: Firm Qualifications & Experience
Onward Engineering | Design Smarter. Build Better.
2 General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
2Firm qualifications & experience/similar projects
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 phase 1 pre-construction
project files
Available to the City Project Manager via
either City CMIS, or OE’s ENTERPRISE
DCRs & RFIs
Correspondence/Submittals
CCOs & Progress Reports
Lab & Field Test Reports
Materials Delivery Tickets
Compliance Certification
Progress Reports & Photos
Meeting Minutes
Guarantees & Certifications
Affidavits, Leases & Easements
job control documents
Project Schedule & Bid Schedule
Bi-Montly Status Reports
Weekly Statement of Working Days
Construction Change Orders
Monthly Construction Payments
Certified Payroll Records
Labor Compliance Documents
phase 2 construction phase3 post-construction
tasks deliverables
constructability
review
rfi coordination
bid award support
meetings
submittal review
•Review/Recommendations
•Comments in Writing
•Meeting with DE & PM
•RFI Response Log
•Bid Analysis
•Meeting Minutes
•Meeting Agenda
•Look-Ahead Schedule Review
•Submittal Log
•Stamped Submittals
•Recommendations
tasks deliverables
project
summary
schedule review &
tracking
public
outreach
construction
inspection
traffic
control
job safety
compliance
change
orders
labor
compliance
geotechnical/
materials testing
water quality
swppp & bmp’s
construction
documentation
survey monumnets
•Overview of Completed Work
•Photos
•Upcoming Work
•Closures & Restrictions
•Construction Schedule Updates
•Mailer Resident Notifications
•Community Coordination Files
•Discussion Notes & Dates
•Web Page Updates/Changes
•Review & File Daily Reports
•Weekly Working Day Statement
Reports
•Daily Photo Diary
raw image files & video (digital)
•Traffic Control Notes
•Signing & Striping Inspection
•Traffic COntrol Plans Review
•Safety Infraction Reports
•Change Order Notes
•Change Order Recommendations
•Verify Accurate Records/Quantities
•Verify Records Back-Up
•Contractor Certified Payroll Records
•CM Payroll Review Notes
•Employee Interview Forms
•Employee Interview Reports
•Testing Reports & Tracking Log
review comments/recommendations
•Weekly Work Reports
see job control documents & project
records)
•Manage/Track/Report Survey
•Monument Documentation
tasks deliverables
final walk-through &
inspection
as-built plans
punch lists
non-compliance items
completion
recommendations
final payment
requests
construction
documentation
submit
project files
•Certify Completion
Recommendations
•IOR Red-Lines
•Contractor Red-Lines
•CM Coordinated Records
•Final As-Built Documentation
•Preliminary Punch List
•Final Punch List
•Non-Compliance Notes
•Completion Recommendations
•Final Report of Completion
•Final Payment Recommendations
•CM Payroll Review Notes
•Employee Interview Forms
•Employee Interview Reports
•Final Project Files (per LAPM)
•Final Project Report
•As-Built Drawings
•Digital Set of Drawings
•Construction Files
SECTION 2: Firm Qualifications & Experience
| 3
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
CM & INSPECT ION Scope of Work
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Our Construction Managers (CMs) and Inspectors diligently review the contractor’s weekly and daily schedules before work begins each day. We closely coordinate with the contractor to establish a clear understanding of critical activities and the work to be inspected.

Identify opportunities and potential risks early to minimize or avoid impacts on cost, schedule, quantities, and performance. Our primary focus is on the early detection of opportunities or risks, followed by the implementation of alternative solutions to quickly address any issues.

Implement control tools and documents to support Change Management processes and the preparation/ review of change orders for approval. Our Change Management Control system provides early warning and approval control for deviations in engineering costs, material and equipment costs, and construction activities across all phases.

We meticulously track submittals, tests performed, samples taken, non-compliance reports, and inspection/ testing associated with non-compliant work through detailed reports.

Equip construction teams with the tools and documents needed to accurately estimate, plan, and monitor work, ensuring alignment with the project’s cost, schedule, quantities, and performance targets.

Enhance communication to give the City long-term visibility, enabling proactive and informed decision-making.

We provide thorough quality assurance and inspections to ensure that all work meets the required standards and regulations.

We actively monitor the contractor’s Quality Control Program to maintain high standards throughout the project.

With our extensive experience in Construction Management and Inspection, we recognize that a robust QA/QC plan, implemented from the project’s onset, is key to success. At OE, we follow a comprehensive QA/QC manual that clearly defines roles, responsibilities, expectations, review requirements, and quality standards for all documents and procedures within our organization.

Our team’s expertise, honed through numerous public works construction projects in Southern California, helps keep our projects on track.

We understand the importance of comprehending the entire project timeline, from start to finish, and we excel in creating CPM schedules and managing monthly updates with the responsible agencies.

Our Construction Managers will hold regular meetings with the contractor to discuss the schedule’s status and identify potential roadblocks or challenges. They will promptly review each monthly update and provide feedback or acceptance upon receiving the contractor’s submittal. At the start of every project, we tailor the QA/QC program and work plan to meet the project’s specific needs.

Onward Engineering’s approach to project controls involves conscious planning and execution of the work, along with continuous monitoring of cost, schedule, quantities, and performance, to achieve estimating, cost control, and scheduling objectives.
1 2
3 2
1 4
3 4
Quality Assurance and Quality Control (QA/QC) for
Construction Management and Inspection
Goals for Proactively Managing Project Controls
CM & Inspection QA/QC
SECTION 2: Firm Qualifications & Experience
| 4
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 orange vest application
Orange Vest © is a proprietary tool (web application and iOS application) which streamlines and organizes construction documents, built with the inspection team in mind. Orange Vest allows the CM and Inspector to document work in real-time, and to have field quantities, materials, labor, and equipment automatically update Quantity Sheets, Earned Value Charts, Cost Over Time Charts, Quantity Over Time Charts, and Percent Complete Over Time Charts. It also allows the team to proactively monitor bid items that are nearing 75% complete and keep track of any overages.

The Orange Vest © application allows users to generate Field Notifications (Incident Reports), manage Punch-Lists, automatically generate Weekly Statement of Working Day reports, manage Potential Change Orders, Unit Price Change Orders, and Contract Change Orders. On the Construction Management side, it allows users to review and approve/reject submittals and respond to RFIs.

The value of this tool is unprecedented. It took our team over 4 years to develop, and it includes input from former County, District, and Public Works Professionals and Supervising Inspectors.

The following showcases further details, features and usages of this tool:

RFI Module
Requests for information (RFI) –Throughout all phases of a project, questions come up. In the past, the questions would be fragmented across platforms. Some via email, some hard copy, some scanned, some via text, some over the phone. The RFI module allows you to centralize these requests and to respond to them directly. A user can submit an RFI, either as a user of the app or via a public link for each project. They also mark that RFI as Normal, Expedited, or Critical. They can also attach a PDF to that RFI if needed. Once it is submitted, the Construction and Project Manager is notified via email that an RFI has been submitted, they can respond right away, and the response will be sent directly to the original party that submitted the RFI. The system will also prioritize alerts to the PM/CM so that they address expedited and critical RFIs first. Anytime a change is made to an RFI, the program automatically makes a PDF that includes the RFI information, when an answer is added, that PDF is updated to include the answer. The system also auto-generates a PDF log of the RFIs.

SUBMITTAL MODULE
The Submittal Module allows Contractors to submit documentation for the materials and processes that they plan to use during construction. Our Submittal Module allows the Contractor to send in the PDF (via our app or public link). The Contractor can submit that document as a new submittal or as a follow up to a previous submittal (re-submittal). The PM/CM is then notified that SECTION 2: Firm Qualifications & Experience
| 5
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 a Submittal is posted for their review. The PM/CM can click the stamp icon and then start marking that pdf up digitally with a full suite of markup tools. When done, the PM/CM selects a status for that Submittal (Approved-No Exceptions Taken, ApprovedMake Corrections Noted, Rejected, Rejected-Revise & Resubmit, Rejected-Submit Specified Item). Then a cover page is autogenerated for that marked up document, which includes an entire tracking history for that Submittal as well as a digital stamp with signature. The system also auto-generates a PDF log of Submittals (both pending and reviewed). list of features
View project dashboard, prepare comprehensive daily reports, automatically generate weekly statement of working days, view product quantities to approve progress payments, prepare change order leveraged by real team data, access project files, sign and countersign reports, file field notifications and incident reports, submit and review construction submittals, prepare and respond to requests for information, and more.

SECTION 2: Firm Qualifications & Experience
| 6
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 dashboard at a glance
The project dashboard gives you a quick look at the project’s progress, so you know at a glance how many days are remaining, whether or not any daily reports are missing or incomplete, how much time has elapsed, the estimated earned value (automatically updated with each published daily report), the weather forecast that includes an hour-by-hour breakdown, and charting tools to dive deeper on the project’s numbers.
dashboard: In-Depth
The project dashboard has three charts currently available: cost over time, which can be viewed for the project as a whole, or specifically for up to 3 bid items at a time; the quantity over time chart, showing both the cumulative & the day/week/month totals for the project as a whole or as individual bid items; the percent complete over time chart, which can be viewed for the project or for individual bid items (up to 3 at a time).

SECTION 2: Firm Qualifications & Experience
| 7
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 daily reporting
The daily report is the brains of the application. We built our app with the inspector in mind, as the inspector is the eyes and ears of the project. The daily report dashboard gives the inspector his daily information at a glance. The top bar allows the inspector to jump into work performed (to track labor, equipment, and quantities completed), PCO (potential change orders), notes, tickets, punch list, and weekly recap.
bid itemization
Adding a bid item is easy, and it takes all the guess work out of it. No more typos or inaccurate bid items. These are pulled directly from the bid sheet which is uploaded to the system as a CSV file (or manually input). Once a bid item is in, you are ready to add labor and equipment hours to it, or to add quantities performed that day.

SECTION 2: Firm Qualifications & Experience
| 8
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 project classifications
Once you add a bid item, assigning labor and equipment is a breeze. Just select the classification, and the system will filter only the personnel and equipment that fit that classification. You only need to type out the name and description once, and it is available throughout the project. If you prefer to put the name and description first, you can do that and the system will show you a list of classifications assigned to that person and equipment.

NOTES
Notes are easy to input. They can be formatted & rearranged. You can use voice text to dictate your notes when you are in a rush. Then you can edit those notes later if needed. You can also assign notes specifically to a bid item, or you can type them out as general notes.

SECTION 2: Firm Qualifications & Experience
| 9
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 photos management
Photos can be easily snapped from within the app, or uploaded from the photo library. Add photos, caption them, and rearrange to tell a visual story. No more fumbling to format or organize photos. Let ORANGE VEST© do it for you. Also, the system captures as many photos as you take. You can take 30 photos and only include 8 in the daily report, and the 22 that are not included will automatically be saved as separate image files.
quantity module
The quantity module shows you the quantities for any period of time. You can view the quantities for the “prior period”, “to date:”, or “remaining”. Tapping the bid item provides a drop-down menu showing the breakdown of that bid item.

SECTION 2: Firm Qualifications & Experience
| 10
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 public outreach
At OE, we believe that effective public outreach is at the heart of every successful capital improvement project.

It’s not just about construction; it’s about people and communities. We know that keeping everyone informed, engaged, and supportive makes a world of difference. Minimizing disruptions, gaining public support, and maintaining a positive image throughout the project are crucial. That’s why we place a strong emphasis on public outreach. By sharing project information with those affected, we build trust and open lines of communication. This approach leads to fewer complaints, safer work environments, and a smoother construction process.

We understand the value of making the community feel involved and respected. Through proactive outreach, we turn potential challenges into opportunities for collaboration and understanding. It’s about fostering a positive experience for everyone involved and bringing the human element of our projects to life. public notices
At OE, we take pride in crafting and designing public notices (PDFs) with essential project information and updates for affected stakeholders. We handle this task on behalf of the City, ensuring that the community remains informed.

Contractors’ notices are often bland and hard to read or understand. In contrast, our notices are crafted to be clear, engaging, and informative, making sure affected stakeholders are aware of all the project details. These notices provide accessible information, helping residents stay informed about any driving or parking restrictions and other important updates. By making the community excited about the project’s outcomes, we foster a sense of involvement and cooperation, making the construction process smoother for everyone.

The purpose of this project is to rehabilitate
the distressed asphalt pavement and
concrete throughout the project limits. In
doing so, we hope to improve neighborhood
connectivity and livability; and to enhance the
comfort, safety and aesthetics of the residents and
business owners throughout the neighborhood.

The project may require a temporary closure of
certain sections of the street and limited access
during construction hours.

Zone 3...............................Summer 2023
Lower Azusa Road............Spring 2024
Arden Drive.......................Spring 2024

ROADWAY REHABILITATION
and PARKWAY IMPROVEMENTS
4,000
Square Feet

SIDEWALK
43 Count

CURB RAMPS
3,000
Linear Feet

CURB/GUTTER
and SIGNING and STRIPING UPGRADES.

PURPOSE

SCHEDULE
N SITE AREAS W Hondo Pkwy.

Santa Anita Ave.

Whitmore St.

Chico Ave.

Marybeth Ave.

Brockway Pl.

N
N
Venita St.

Gidley St.

Bisby St.

Frankmont St.

Glenfair St.

Marsen St.

Elmcrest St.

Fieldcrest St.

Haverly St.

Emery St.

Arden Dr.

Emery St. Halifax Rd.

Ranger Ave.

Whitney Dr.

Shasta Pl.

Esto Ave.

Muhall St.

Ranchito St.

El Monte Ave.

Doreen Ave.

Hickson St.

Dido St.

N
Lowe r A zusa Rd.

Peck Rd.

Durfee Ave.

El Monte
Ave.

Santa
Anita
Ave.

N
Arden Dr.

Valley Blvd.

Lowe r A zusa Rd.

A rden Way

MEETING

TO DISCUSS

UPCOMING
ZONE 3

CONSTRUCTION
PUBLIC
NOTICE
The City of El Monte would like to invite
residents and property owners in the vicinity
of the upcoming construction project in
the Zone 3 residential neighborhood to attend a
virtual public meeting. The purpose of the meeting
is to provide information and gather feedback
regarding the proposed concrete improvements
and pavement rehabilitation project in the Zone
3 residential area. The meeting will be held on
Monday, May 10th, 2023, at 7:00 pm, via Microsoft
Teams. The City staff and project engineers will
be in attendance to present the project details,
answer questions and receive comments. The City
of El Monte values your input and feedback on this
important project, and we encourage you to attend
this meeting to learn more about the project. Your
participation is essential so that the project meets
the needs and concerns of the community. Please
review the map on the flip side of this brochure to
see if your street is included in the limits of this
project.

Thank you for your participation and support.
from The City of El Monte
INVITE

CITY ADDRESS
1 Will I
Have Access Have Access to My Driveway?
Vehicular access to driveways will
be maintained except when
necessary construction prohibits
such access for reasonable periods
with a minimum 48-hour notice.
3 What are What are
the Working the Working
Hours?
Construction hours are from:
7am to 4:30pm. These hours
are subject to change.

All parking restrictions will be limited
to a reasonable period with a 48-
hour advance notice. Information on
parking and driving restrictions will be
updated regularly and is available at:
oe-eng.com/elmontezone3 2
Are
there any there any
Parking Parking
or Street or Street
Limits?
4 Will my Will my
Trash be Trash be
Collected?
The Contractor will not schedule
any work on local/residential streets
that will prevent trash pickup on the
same day as trash collection.

Q & A
WHEN

DAY, MONTH,

YEAR, TIME
WHERE
Microsoft Teams
informative web pages
At Onward Engineering, we design and maintain informative web pages hosted on a separate sub-domain linked directly to the City’s website. This approach allows us to efficiently produce and update all public notices (PDFs), project information, updates, and dynamic maps without burdening City resources. Our web pages feature enhanced public notices prepared for the contractor on behalf of the City. These notices are crafted to be clear, engaging, and easy to understand, ensuring residents are well-informed about the project. The web pages provide a convenient way for residents to access important information, follow driving or parking restrictions, and stay updated on the project’s progress. By making information readily accessible, we help the community stay involved and excited about the project’s outcomes.

SECTION 2: Firm Qualifications & Experience
| 11
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 telephone hotline
Onward Engineering provides the City with a dedicated telephone hotline for the entire project lifecycle. This hotline allows for easy tracking, generation, and saving of call logs, including caller information, time of call, and voice-mail.

When callers use the hotline, they are greeted by a brief pre-recorded introduction followed by a vocalized menu offering helpful project information such as street closures, parking restrictions, and schedule changes. Callers also have the option to be routed to a specific staff member for more detailed assistance. Our hotline system is customizable and works seamlessly even if different phases of the project are handled by various consultants, as the contact person can be updated as needed. This system reduces headaches for the City and provides peace of mind to the community, ensuring that they can voice their concerns and obtain information with a simple phone call.

Dynamic maps
At OE, we have the tools and expertise to create interactive and dynamic maps that keep the public informed.

Stakeholders can access these maps online to get real-time updates on detours, phasing, temporary parking, street closures, and general project limits. Our Construction Managers communicate changes to the schedule in real-time, allowing us to update the site before the contractor even leaves for the day. We manage and update the site and its content in real-time, in accordance with City requirements. This approach provides the City with convenient, easy-to-access content for oversight and allows for the effective dissemination of valuable information to the community. Our dynamic maps ensure that everyone stays informed and up-to-date on all aspects of the project.

To view project pages and map, please visit:
www.oe-eng.com/dbarea5
SECTION 2: Firm Qualifications & Experience
| 12
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 VP & Operations Manag er
President &
CEO
cons
t
ruction manag
ers
cons
t
ruction inspectors
STATEMENT: *Construction Manager assigned to a project will be the day to day contact for the City. Both Management Contact and Construction Manager assigned to a project will not be removed or replaced from that project without the written consent of the City.

MAJDI ATAYA - PE
BS: Civil Engineering, CSULB, 1981
MPA: Full Coursework, CSULB, 1993
PE: Professional Engineer #39392
city of la habra:
(former) Deputy Director of Public Works
(former) City Engineer
QA/QC Manag er

CHRIS BOREN
level I & II: Public Works Inspector-Calgary
experience: -Capital Improvement Projects
- Federal Funding - Caltrans Coordiination
-Nuclear Densometer Work

JOE ZAMARRIPA
certified: Public Works Inspection,
-Santiago Canyon College

MARK LUERA
courses: Public Works Interpretation &
Estimation, -Citrus College

KEVIN GREE N
bs: Psychology/Sociology/Business
-La Sierra University
certified: Storm Water Pollution Prevention
Plan Radiation Safety
ARMANDO R. CASTAÑEDA
certified: -Construction Inspection Workshop, American Public Works Association. - Public Works Administration, MSA Educational Workshop Series. - Reinforced Concrete Inspection
ac
CHARLES “CHUCK ” STAGNER
experience: Bannaoun Engineering, Inc.

Chatsworth, California
Uhler Construction, Lake Forest, California
Alliance Street Works, Anaheim, California

CARLOS LOPEZ
aa: Civil Engineering Technology, LA College
4 years: Supervising Construction Inspector,
-County of Orange
16 years: Senior Construction Inspector,
-County of Orange

ROBERT VALLE - QSP, CISEC
qsp: Qualified Stormwater Pollution
Prevention Plan Practitioner #26670
cisec: CERTIFIED Inspector: Sediment &
Erosion Control #2075
30 years: Public Works Inspector,
-County of Orange

JEFF EATON - QSP
3 years: Studies & Computer Science, CSUF,
2004
as: Construction Management,
-Santiago Canyon College
qsp: Qualified Stormwater Practitioner

RUBEN ROCHA
certified: -General Construction Inspector
-Traffic Signal Inspector -ADA Curb Ramp
Inspector, ACI, osha, caltrans & Nuclear
Gauge.

JORGE ROQUE
DEGREE: Civil Engineering, Instituto
Tecnologico Centro Americano, El Salvador
experience: Caltrans Coordination,
Trenching, Traffic Control & Safety Training

RON OSTENDORF
DELFINO “CHINO” CONSUNJI - PE
BS: Civil Engineering
pe: Professional Engineer, #57908
Former City Engineer/Director of Public
Works: Downey, West Covina, Brea, Norwalk

RASHID SYED - MPA
bs: Civil Engineering,
-Hyderabad Polytechnic Institute
ba: Public Administration, CSULB
mpa: Public Administration, CSULB

LUDWIG SMEET S - PE
BS: Civil Engineering, CSULB, 1979
ma: Military Science, A&M, 1990
us army: Command & General Staff College, 1989
PE: Professional Engineer #37221
member: APWA, ASCE, NSPE, SAME

MUHAMMAD ATAYA - MPA
BS: Political Science, CSULB, 2008
mpa: Public Administration, CSULB, 2010
CERTifiCATE: Construction Management, UCLA

MICHAEL NGUYEN
AA: Industrial Technology, CalPoly Pomona
60 units: Mechanical Engineering,
CalPoly Pomona
16 years: Public Works Inspector,
County of Orange

TIMOTHY STANLEY
courses: Public Works Inspection, Business
Administration & Computer Technology
caltrans: CERTIFIED 375: AC Pavement
In-Place Density | 201: Sample Preparation |
539: Concrete Sampling | 533: Ball Penetrati
SECTION 3: Key Personnel & Experience
Onward Engineering | Design Smarter. Build Better.
| 13
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
3 key personnel & experience/organization chart
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 NORWALK PHASE 3 LOCAL STREETS REHABILITAT ION (ZONE 24, 27 & 32) Majdi Ataya Ludy Smeets J. Zamarippa
project
team
OE provided CM and Inspection services to the City of Norwalk on the 3rd Stage of Construction of the Local Streets Rehabilitation Paving Improvements. The work included three separate City projects (No. 7924-Zone 24. No. 7925- Zone 25, and No. 7926-Zone 32). Stage 1 of this project included concrete improvements, and OE provided CM and Inspection services for Zone 32 of that phase. Stage 3 included a variety of pavement rehabilitation methods including full-depth repair, grind and overlay, and slurry seal for Zones 24, 27, and 32. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue which had a PCI rated less than 25 (very poor). The streets were also adjacent to Edmondson Elementary School, requiring careful coordination with the school. The replacement of the deteriorated pavement and accessibility ramps was important to improving the safety of the school zone and extending the useful life of the streets. The rehabilitation work involved street repaving which included curb and gutter repairs, slotted cross gutter replacements and pedestrian accessibility ramps at intersection corners to meet current standards.
•Reference: Raymond Velasco, Principal Civil Engineer, (562)-929-5723 [email protected], 12700 Norwalk Boulevard, Norwalk, CA 90650 montebello VARIOUS STREETS IMPROVEMENT , FY 2020-21 (CIP NO . 881) Majdi Ataya J. Zamarippa
project
team
OE provided construction inspection services to the City of Montebello on this project. There are five street segments included in this project. These five segments are (1) Minson Way, from Sycamore Street to the Cul-Du-Sac; (2) Allston Street, from W. City Limit to W. Olympic Boulevard; (3) Medford Street, from Allston Street to 18th Street; (4) Millis Street, from Kensington Way to Medford Street; and (5) Kensington Way, from Olympic Boulevard to Allston Street.

The work included variable grind and ARHM overlay, full reconstruction for heavily deteriorated areas, construction of a concrete alley intersection, and PCC improvements covering cross gutters, sidewalk, curb and gutter, driveway approaches, curb ramps, and brick pavers.
•Reference: Albert Mendoza, PE, Director, 323-887-1200 x469, [email protected] 1600 W Beverly Boulevard, Montebello, CA. 90640 la mirada ALONDRA BLVD . TRAFF IC SIGNAL/ROADWAY IMPROVEMENT Majdi Ataya Muhammad Mike Nguyen J. Zamarippa
project
team
OE provided inspection services to the City of La Mirada on this project which covered nearly 1.75 miles of roadway on Alondra Boulevard between Valley View Drive and Mottley Drive. This section of roadway alternates between a 4-lane and 6-lane minor arterial with dedicated left-turn lanes and a center median which alternates between hardscaped median, painted median, and dual-left turn lane. The roadway is located primarily within a residential zone east of Stage Road and a commercial zone to the west. Cerritos College was also located within the project limits. Two railroad crossings intersect the roadway and are located west of Heron Avenue and Phoebe Avenue, respectively. The railroad nearest to Heron Avenue did not appear to be operational. Alondra Boulevard is also utilized by the Orange County Transportation Authority, operating Bus Route 460, with bus stops located along both sides of the roadway.

The work entailed traffic signal installations and upgrades, AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, Type 2 slurry seal, removal and replacement of damaged curb, gutter, cross gutter, sidewalk and curb ramps. Construction also included adjustment of manholes and water valves, traffic signing, striping, markings, and raised pavement markers.

Eric Villagracia, Project Manager, (562) 902-2373, [email protected] 15515 Phoebe Avenue, La Mirada, CA. 90638 Firm Experience
SECTION 4: Similar Projects/Services
Onward Engineering | Design Smarter. Build Better.
| 14
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
4 similar projects/services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 norwalk local residential streets rehabilitation, zone 19, phase II Majdi Ataya Chino Ludy Smeets Mike Nguyen Muhammad Kevin Green project
team
OE provided design engineering and construction management services on phase 2 for the City of Norwalk’s Local Residential Streets Rehabilitation, Zone 19 Project. The pavement management zone limits were bound by Stranstead Avenue to the west, Priscila Street to the north, Shoemaker Avenue to the east, and Rosecrans Avenue to the south, containing approximately 37,500 linear feet (7.1 miles) of local road surface that was slated for rehabilitation. The project was split into two phases: Phase A for concrete work, and Phase B for asphalt work, with the objective of improving the PCI for residential streets, extending the useful roadway life to at least 20 years, improving drainage, upgrading to safer and easier ride quality streets with greater pedestrian access, minimizing future maintenance costs and enhancing aesthetics. The scope called for the development of PS&E to include a total of 94 ADA curb ramps and 8 slotted cross gutters, along with driveway apron construction, utility appurtenance adjustments and relocation, and signing and striping replacement. Also for this project, OE utilized its state-of-the-art high-speed 3D point cloud laser scanner to conduct surveys of approximately 60 existing centerline monuments for preservation. •Reference : Raymond Velasco, Principal Civil Engineer, (562)-929-5723, [email protected] 12700 Norwalk Boulevard, Norwalk, CA 90650 redondo beach inglewood avenue & flagler lane resurfacing project Majdi Ataya Muhammad Ludy Smeets Tim Stanley
project
team
OE provided Construction Inspection services to the City of Redondo Beach on the Inglewood Avenue and Flagler Lane Resurfacing Projects. The project limits are on Inglewood Avenue between Grant Avenue and 190th Street (3,800 linear feet) and on Flagler Lane from 190th Street to Beryl Street (1,060 linear feet) adjacent to the Dominguez Park and Redondo Beach Dog Park. The project includes asphalt and concrete removals, street resurfacing, driveway and alley approaches, cross gutter and spandrel construction, ADA curb ramp construction, utility adjustment, cross gutter replacement, slot paving, signing and striping, tree removal and installation, seal coating, traffic loop detector installation, and other items per plans and specifications. •Reference: Daniel Gruezo, Civil Engineer, (310) 318-0661 x2279, [email protected] 415 Diamond Street, Redondo Beach, CA 90277 hermosa beach STREET IMPROVEMENTS AT VAR IOUS LOCAT IONS (CIP 186 & 190) Majdi Ataya Muhammad Ludy Smeets Tim Stanley
project
team
OE provided Construction Management and Inspection services for Street Improvements at Various Locations through out the City of Hermosa Beach. The purpose of the project was to restore the surface integrity of the streets, improve the ride quality and safety, as well as mitigate any potential hazards by means of pavement resurfacing.

The project included 5,135 feet of full depth street repairs, 3,186 tons of grind and overlay rehabilitation, and 38 ADA Ramp upgrades, along with various sidewalk repairs. OE also provided the City with community coordination by means of establishing public accessable online web maps to inform and update the public on the project, as well a the distribution of public notifications.
•Reference: Romany Basilyous, Associate Engineer, 310.318.0263, [email protected] 1315 Valley Drive, Hermosa Beach, CA 90254 el mon te MERCED AVENUE LINEAR PARK PROJECT (CIP 003)
Majdi Ataya Muhammad Ludy Smeets Tim Stanley
project
team
OE provided Construction Management and Inspection services to the City of El Monte on the Merced Avenue Linear Park Project, CIP 003, located on Merced Avenue between Garvey Avenue and Towneway Drive. The improvements consisted of constructing a 1.1-acre linear park within the existing roadway to provide traffic calming through lane SECTION 4: Similar Projects/Services
| 15
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 reduction, tree planting, seating, picnic areas, play and fitness equipment, sidewalk, planting areas, protective fencing, solar lighting, trash receptacles, bike racks, stormwater retention areas, and all other work as indicated in the construction documents. Replacement of existing 6” and 8” water mainline along the east side of Merced Avenue was also included as part of this project. Additionally, OE provided public outreach support on the project. The Project was funded through the Clean California Grant Funds and Local Funds.. •Reference: Kevin Ko, Project Manager, (626) 580-2250, [email protected] 11333 Valley Boulevard, El Monte, CA 91731 montebello arroyo drive improvement project
Majdi Ataya Muhammad Ludy Smeets J. Zamarippa
project
team
OE provided turnkey construction management and inspection services to the City of Montebello on the Arroyo Drive Improvement Project. The project limits are on Arroyo Drive from Astra Drive to Glen Avenue. This project includes pavement rehabilitation (2”-3” grind and overlay), ADA ramp, curb and gutter, and driveway repairs, storm drain improvements, and associated improvements. The budget for this project is $1,239,085 made up of STPL Funds ($1,063,000) Measure R ($146,045) and Prop C ($30,040) funds, and full compliance with all applicable requirements was essential. The project limits on the north side are adjacent to the back-lot of St. Joseph’s Salesian Youth Retreat Center and Don Bosco Technical Institute. Coordination for parking access was vital. The Astra Drive neighborhood (cul-de-sac) and Potrero Heights Park and Community & Senior Center at the west end of the project limits also required coordination, since the parking lot and residential neighborhoods can only be accessed from Arroyo Drive. •Reference: Albert Mendoza, PE, Deputy Director of Public Works, 323-887-1200 x469, [email protected] 1600 W Beverly Boulevard, Montebello, CA. 90640
el mon te SANTA ANITA ACT IVE TRANSPORTAT ION PROGRAM , CYCLE 5 ATP ,PHASE I, II, & III Majdi Ataya Muhammad Ludy Smeets Kevin Green
project
team
OE provided Construction Management and inspection services for the City of El Monte on the Santa Anita Active Transportation Program, Cycle 5 ATP Project. The purpose of this project was to improve safety for roadway users and to improve conditions for non-motorized modes of travel, thereby promoting pedestrian cycle and transit use.

In doing so, the intent was to improve neighborhood connectivity and livability, and to enhance the comfort of nonmotorized users traveling to and from the El Monte Transit Center and Downtown El Monte. The work entailed roadway rehabilitation, parkway improvements that involved 51 ADA curb ramps, 4,000 square feet of sidewalk, and 200 linear feet of curb and gutter, and upgrades to video detection and traffic signals at 7 intersections, along with wayfinding sign and bike rack installation at various intersections. The project was split into 3 phases. Phase I involved class II bike lane installation along 0.53 miles at Santa Anita Avenue, from Tyler Avenue to Lower Azusa Road; Phase II had pavement, curb and ramp upgrades at Tyler Avenue, from Ramona Boulevard to Santa Anita Boulevard for .97 miles; and Phase III entailed pavement, curb and ramp upgrades located at Ramona Boulevard, from Santa Anita Avenue to Tyler Avenue for .36 miles..
•Reference: John Rico, Associate Engineer, [email protected], (626) 580-2058 11333 Valley Boulevard, El Monte, CA 91731-3293 villa park STREET REHAB ILITAT ION PROJECT & SANT IAGO BOULEVARD REHAB ILITAT ION Majdi Ataya Muhammad Ludy Smeets J. Zamarippa
project
team
OE provided the City of Villa Park with full construction management and inspection services for the FY 19/20 Street Rehabilitation Project and Santiago Boulevard Rehabilitation Project. The project limits included various residential streets north of Taft Avenue as well as a 1.2 mile stretch of Santiago Boulevard from Sycamore Street to North Wanda Road. The project entailed both variable and full-width AC cold milling (depending on the location), and ARHM overlay, digouts for AC sections found to be in poor condition, removal and reconstruction of PCC standard curb and gutters and rolled curbs, drainage improvements, adjusting existing manholes and water valves to grade compliance, reestablishment of existing monuments, as well as striping and detector loop replacement. •Reference: Akram Hindiyeh, City Engineer, (714) 998-1500, [email protected] 17855 Santiago Blvd., Villa Park, CA. 92861 SECTION 4: Similar Projects/Services
| 16
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 manhattan beach Cycle 1 Water Main Infrastructure Improvement Project Majdi Ataya Muhammad Tim Stanley
project
team
OE provided Construction Inspection services to the City of Manhattan Beach on the Cycle 1 Water Infrastructure Improvement Project that included the excavation and installation of over 3200 linear feet of 6-inch and 8-inch Ductile Iron Pipe, water valves, curb to curb pavement rehabilitation, ADA compliant curb ramp replacements, all appurtenant work, and 19 valves at the following 6 locations in the City, with all but Manhattan Beach Blvd. requiring street resurfacing for the entire width of the roadway: 12th Street, from Meadows Avenue to Peck Avenue; 23rd Street, from Redondo Avenue to Herrin Avenue; Manhattan Beach Boulevard, from Pacific Avenue to Sepulveda Boulevard; 17th Street, from Meadows Avenue to Rowell Avenue; 22nd Street, from Redondo Avenue to Herrin Avenue; and Herrin Avenue, from 22nd Street to 23rd Street. The project presented unique challenges in coordinating traffic control, work hours, and minimizing the impact to Meadows Elementary School. Portions with deficient fire flow capacity were selected based on pipe size and locations containing severe operations and maintenance issues in order to resolve fire flow and residual pressure, and to minimize potential for negative impacts to public health, the environment, and the number of residents impacted by main breaks, and allowing for more isolated main shutdown during emergency repairs. This project had a 220 working day schedule.
•Reference: Tim Birthisel, PE, Senior Civil Engineer, (310) 802-5368, [email protected], 3621 Bell Avenue, Manhattan Beach, CA. 90266 brea steel drive & pleasant hills water improvements
Majdi Ataya Muhammad Ludy Smeets
project
team
OE provided full construction management and inspection services to the City of Brea on the Steele Drive and Pleasant Hills Water Improvements Project. The project limits were on residential streets within the Steele Drive and Pleasant Hills tracts. The scope of construction entailed replacing approximately 11,840 linear feet of existing water mains with PVC C900 and rehabilitation of the street. The Project also included the removal and replacement of existing damaged sidewalk, concrete curb and gutter, curb ramps and AC pavement, along with the adjustment of existing utilities facilities to grade, construction survey, survey monument restoration, traffic signage and striping, temporary traffic control, and other miscellaneous improvements.
•Reference: Raymond Contreras, Project Manager, [email protected], (714) 990-7763, 1 Civic and Cultural Center, Brea, CA 92821 brea Moorpark Drive Water Improvements
Majdi Ataya Muhammad Ludy Smeets
project
team
OE provided full construction management and inspection services to the City of Brea on the Moorpark Drive Water Improvements Project. The project limits were on Moorpark Drive from Brittany Lane to Larkstone Lane. The work entailed abandoning the existing waterline and installing a new C900 water line. In addition, the street was rehabilitated with slurry seal at the end of the project..
•Reference: Raymond Contreras, Project Manager, [email protected], (714) 990-7763, 1 Civic and Cultural Center, Brea, CA 92821 glendora Residential Street Improvements & Water Main Installation Project Majdi Ataya Muhammad Chino Mike Nguyen
project
team
OE provided Construction Management and Inspection services to the City of Glendora on the Mauna Loa Avenue Water Main Installation and Street Improvements Project. This project consisted of installing 6,400 LF of new 8-in. water main and 194,000 SF of street improvements that included pavement rehabilitation of grind and overlay, concrete sidewalk repairs, curb and gutter repairs, repairing 11 ADA non-compliant curb ramps, traffic signal loop replacement, signing, and striping for a total of 100 working days. The project was located along 3 streets off Glendora Avenue-Mauna Loa Avenue, Duell Street, and Linfield Street, as well as Minnesota Avenue. . •Reference: Michael Mai, Associate Civil Engineer, (626) 914-8217, [email protected], 116 E. Foothill Boulevard, Glendora, CA 91741 SECTION 4: Similar Projects/Services
| 17
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 rancho cucamonga Upgrade Left Turn Phases Flashing Yellow Arrow Signal - 7 Locations Majdi Ataya Ludy Smeets Chris Boren
project
team
OE provided inspection services for the City of Rancho Cucamonga that entailed removing and replacing the existing left turn signal to flashing yellow arrow at 7 locations (4 on Day Creek Blvd. and 3 on Base Line Rd.) as well as modifying existing medians at Base Line and Spruce (westbound left), Day Creek and Victoria Park (northbound and southbound left), and Day Creek and Silverberry (northbound and southbound left). The median modifications include 4’ shifts to increase and improve sight distance. This project also included replacing the controller, and minor paving and striping. •Reference: Romeo David, PE, Civil Engineer, [email protected], (909) 477-2740 x4070, 10500 Civic Center Dr., Rancho Cucamonga, CA 91729 la mirada Phase 6B Residential Street Rehabilitation Project Majdi Ataya J. Zamarippa
project
team
OE provided construction inspection services on phase 6B of this Residential Street Rehabilitation Project for the City of La Mirada. The project covered the residential area north of Biola University, bound by Biola Avenue to the west and La Mirada Boulevard to the east, and by Imperial Highway to the north. The work entailed AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, Type 2 slurry seal, removal and replacement of damaged curb, gutter, cross gutter, sidewalk and curb ramps. Construction also included adjustment of manholes and water valves, traffic signing, striping, markings.

Eric Villagracia, Project Manager, (562) 902-2373, [email protected] 15515 Phoebe Avenue, La Mirada, CA. 90638 laguna beach Baja St. Retaining Wall & Zones 2 & 3 Street Concrete Rehabilitation Majdi Ataya Ludy Smeets Mike Nguyen Muhammad
project
team
OE provided construction management and inspection services on this project in the City of Laguna Beach. The Baja Street Retaining Wall Replacement was a project adjacent to 870 Baja Street. The work entailed constructing a shotcrete concrete wall with soil nails in front of a failing CMU retaining wall which supported a slope on private property. As for the Zones 2 & 3 Street Concrete Rehabilitation Project, it was a sidewalk repair project which included various locations in Zones 2 and 3. The sidewalk repairs covered 9,000 square feet and the work also covered spandrel repairs, curb and gutter, and cross gutter removal and replacement.
•Reference: Alpha Santos-Guinto, Public Works Technician, (949) 497-0729, [email protected], 505 Forest Avenue,, Laguna Beach, CA 92651 rialto rialto cemetary project
Majdi Ataya Ludy Smeets Mike Nguyen Muhammad
project
team
OE provided construction management and inspection services to the City of Rialto on the Rialto Cemetary Project.

The purpose of the project was to perform value engineering on a catch basin, drain line, and curb and gutters to improve drainage for the project, and adding additional sidewalk repairs for ADA compliance. Time was spent for the preparation, administration, inspection, and negotiation for Change Orders #01 and #02. Further services provided included engineering support, and negotiating with the Contractor for a fair cost and to bring value for the City to amend deficiencies noted during construction without impacting the overall construction schedule and to achieve cost savings for the City.
•Reference: Rudy Victorio, Assistant Civil Engineer, (909) 820-2532, [email protected], 150 S. Palm Avenue,, Rialto, CA 92376 SECTION 4: Similar Projects/Services
| 18
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 5: References
Onward Engineering | Design Smarter. Build Better.
| 19
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
5 references
construction management & inspection
raymond velas co
Principal Civil Engineer
(562)-929-5723
[email protected]
12700 Norwalk Boulevard
Norwalk, CA 90650
albert mendoza , pe
Director of Public Works
323-887-1200 x469
[email protected]
1600 W Beverly Boulevard
Montebello, CA. 90640
Eric Villagracia
Project Manager
(562) 902-2373
[email protected]
15515 Phoebe Avenue
La Mirada, CA. 90638
daniel gruezo
Civil Engineer
(310) 318-0661 x2279
[email protected]
415 Diamond Street
Redondo Beach, CA 90277
romany basilyo us
Associate Engineer
310.318.0263
[email protected]
1315 Valley Drive
Hermosa Beach, CA 90254
john rico
Associate Engineer
[email protected]
(626) 580-2058
11333 Valley Boulevard
El Monte, CA 91731-3293
raymond contreras
Project Manager
[email protected]
(714) 990-7763
1 Civic and Cultural Center
Brea, CA 92821
michael mai
Associate Civil Engineer
(626) 914-8217
[email protected]
116 E. Foothill Boulevard
Glendora, CA 91741
akram hindiye
City Engineer
(714) 998-1500
[email protected]
17855 Santiago Boulevard
Villa Park, CA. 92861
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 6: Fee Schedule
Onward Engineering | Design Smarter. Build Better.
| 20
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
6fee schedule

CONSTRUCTION MANAGEMENT & INSPECT ION
role cost (hourly)
Principal-In-Charge $200.00
Construction Manager $190.00
Construction Inspector* $140.00 (OT $170, DT $195)
Public Outreach $95.00

ADMINISTRATION
role cost (hourly)
Plan Checker $160.00
Administration $90.00
The hourly rates above are our fee schedule. Any additional work will be negotiated utilizing those hourly rates. *OE pays all Construction Managers and Inspectors prevailing wage rates in compliance with the requirements set forth by the Department of Industrial Relations (DIR) State prevailing wages under Labor Code § 1770 et seq. Labor Code §§ 1775 and 1777.7 along with the Davis-Bacon and Related Acts (DBRA) under the standards of the Community Development Block Grant (CDBG) funding as administered by the U.S. Housing and Urban Development (HUD) Department.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 7: Resumes
Onward Engineering | Design Smarter. Build Better.
| 21
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
7 resumes
MAJDI ATAYA, pE
principal-in-charge
43 Years of
Experience
fields of expertise:

ROADWAY PAVEMENT ADA RAMP SIDEWALK WIDENING

QUALIFICATIONS
PE #39392 Registered Civil Engineer • BS: Civil Engineering California State University, Long Beach, 1981 • MPA:

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 SECTION 7: Resumes
| 22
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services

NIGUEL ROAD STREET REHAB ILITAT ION PROJECT , LAGUNA NIGUEL Majdi was the QA/QC Manager to the City of Laguna Niguel. The project consisted of rehabilitating an approximately

ADA ACCESS RAMP IMPROVEMENTS , PHASES 13-17, LAKE FOREST Majdi was the QA/QC Manager for the City of Lake Forest on phases 13-17 of this project, which was funded through the Community Development Block Grant. The goal of the project is to re-design existing access ramps to meet compliance with the ADA State of California Building Code, Title 24 Standards along with County of Orange Standard Plans, requiring a full cultural resources study and report of California Historical Resources, a Sacred Lands search, a Reconnaissance Report, and a pedestrian field survey of the project area. This 5 phase project requires a total of 113 ramp designs, reconstruction and replacement for a period of 3.5 years. The ramps components includes landing widths, side flares, and landing/running/counter and sidewalk cross slopes. Adjacent sidewalk, curb and gutter replacements are made as necessary to accommodate the new ramps.

FY 2022-23 ANNUAL PAVEMENT REHABILITAT ION PROJECT , PHASES 1-4, WHITT IER Majdi provided QA/QC Management services to the City of Whittier through 4 phases of their Annual Pavement Rehabilitation Project. The project purpose was to rehabilitate approximately 49,000 linear feet (9.3 miles) of 46 streets with a variety of slurry and cape seal, and grind and overlay in order to achieve an extended pavement service life while minimizing future maintenance needs, improve safety and enhance aesthetics. The required work involved pavement, curb, gutter and sidewalk repair and rehabilitation, reconstructing 62 ADA curb ramps (52 with missing truncated domes), replacing 9 cross gutters, utility appurtenance adjusting and relocating, and signing and striping. The project also required Caltrans Encroachment Permits for streets around Whittier Boulevard, and permits for the Union Pacific Railroad (UPRR) due to street proximity to the right-of-way on the southwest end. OE’s in-house Laser Scanner was utilized to capture visible indications of surface utilities, trees, utility poles, luminaries, fencing, walls, sidewalks, hardscape, signs, and edge of pavement lying within the ramp locations, as well as lip of gutter, flow-line, top of curb, and back of walk elevations were documented. The survey also extended beyond the ramp’s BCRs/ECRs to ensure proper tie-in to the existing infrastructure.

CULVER DRIVE PAVEMENT REHAB ILITAT ION PROJECT , IRVINE Majdi provided QA/QC Management services to the City of Irvine on the Culver Drive Pavement Rehabilitation Project.

JAMBOREE ROADWAY REHABILITAT ION PROJECT , IRVINE
Majdi provided QA/QC Management to the City of Irvine to rehabilitate Jamboree Road, from MacArthur Boulevard to Campus Drive. The project limits are on Jamboree Rd. from MacArthur Blvd., 400’ North to Campus Drive. Jamboree Road is a principal arterial roadway which provides northeast/southwest access through the western portions of the City of Irvine, it is also a major thoroughfare for beach traffic and toll roads. It is critical to note that the northern half of Jamboree Rd. in the project limits is within the City of Newport Beach, which required OE to actively coordinate with the City and obtain approval for the final design of the project. The design included the preparation of cross sections to determine the limits of edge grinding for ARHM overlay. The scope of work also included 6,270 tons of 10-inch Full Depth AC, redesigning and detailing nine ramps and two Right Turn “Pork Chop” Islands to meet ADA compliance, traffic loop installation, and installation of video detection at 2 intersections. Due to funding deadlines, the city required an expedited design for the project.

Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ROADWAY WATER INTERSECTION RESIDENTIAL

QUALIFICATIONS
MPA: PUBLIC ADM INISTRAT ION CSULB, 2010 • BS: POLITICAL SC IENCE CSULB, 2008 • CERTIFICATE IN

CONSTRUCTION MANAGEMENT UCLA

BACKGROUND
Muhammad received his BS in Political Science and Masters in Public Administration from California State University, Long Beach. As the Operations Manager for Onward Engineering, Muhammad is responsible for improving the operational systems, processes, and policies in support of the OE mission, managing and increasing the effectiveness and efficiency of the OE staff, and overseeing and training the OE administrative staff. Additionally, as the head of OE’s Business Development team, Muhammad directs the efforts of the OE proposal writing team and develops marketing programs and campaigns. Muhammad also provides public outreach services for select high-profile projects. This includes managing communication with businesses, residents, and stakeholders using a multitude of information dissemination methods.

EXPERIENCE

NEIGHBORHOOD RESIDENT IAL STREETS IMPROVEMENT PROJECT - PHASES I & II,

ANAHEIM
Muhammad provided Management services for the City of Anaheim on this project which encompassed street improvements on a number of residential neighborhoods. The goal of this project was to restore surface integrity, improve the ride quality and safety of the residential streets, and mitigate any potential trip and fall hazards. These large-scale residential neighborhood rehabilitation projects involved parkway improvements by resurfacing the pavement, removal and replacement of ADA access ramps, sidewalk, curb, cross gutters and concrete aprons, pavement markings, signage and driveway approaches. The project limits for phase I were split into thirteen neighborhood areas: 1 The Athena-Omega Neighborhood, with a population of 1,977 residents, is bordered by Ball Road to the north, Sunkist Street to the east, Winston Road to the south, and State College Boulevard to the west. The scope involved 191,416 sf of asphalt reconstruction and 63,422 sf of slurry seal; 2 The Biscanye Neighborhood, with a population of 578 residents, is bound by Crestwood Lane to the north, Brookhurst Street to the east, Katella Avenue to the south, and Gilbert Street to the west. The scope included 109,760 sf of asphalt reconstruction and 110,483 sf of slurry seal; 3 The Devonshire Neighborhood, with a residential population of 1,551, is bound by by Buckingham Street and the Riverside I-91 Freeway to the north, Gilbert Street to the east, and the Santa Ana I-5 Freeway to the south. The scope included 245,498 sf of asphalt reconstruction; 4 The Jerillee Lane neighborhood, with a population of 1,365 residents, is bordered by the I-91 freeway to the north, Imperial Highway to the east, Santa Ana Canyon Road to the south, and Lakeview Avenue to the west. The scope of work included 312,892 sf of asphalt reconstruction and 63,422 sf of slurry seal; 5 The Key Lane/Westchester Neighborhood, with a population of 7,332 residents, is bound by Orange Avenue to the north, Western Avenue to the east, Ball Road to the south, and Knott Avenue to the west. The scope included 933,402 sf of asphalt reconstruction and 664,515 sf of slurry seal; 6 The La Reina Neighborhood has a population of 3,415 residents and is bordered by Crescent Avenue to the north, Gilbert Street to the east, Lincoln Avenue to the south, and Dale Avenue to the west. The scope included 554,186 sf of asphalt reconstruction; 7 The Rowland Neighborhood is bordered by Broadway to the north, Magnolia to the east, Rowland to the south, and Kenmore to the west.

Public Outreach & administration
fields of expertise:

Experience
Years
14of

ADA RAMP

MUHAMMAD ATAYA, MPA
SECTION 7: Resumes
| 23
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 The scope of work involved 48,714 sf of asphalt-reconstruction, and pavement resurfacing; 8 The WestWestmont Drive Neighborhood, with a population of 8,426 residents, is bordered by La Palma Avenue to the north, Harbor Boulevard to the east, Lincoln Boulevard to the south, and Loara Street to the west. The scope involved 1,795,739 sf of slurry seal, and 756,645 sf of asphalt reconstruction; 9 The Tanglewood Neighborhood is bound by Imperial Highway to the north, Yosemite Drive to the west, Kellog to the east, and Orangethorpe Avenue to the south. The scope included 339,901 sf of asphalt reconstruction, 358,598 sf of slurry seal, and 18,255 sf of sidewalk improvements. In addition, 65 new trees and 30 tree removals were made for the interest of this neighborhood; 10 The Rio Bravo neighborhood is bordered by Camino Manzana, Calle Granada, and Calle Tampico to the north, Eucalyptus Drive to the east, Santa Ana Canyon Road to the south, and Via Cortez to the west. The scope included 306,997 sf of asphalt reconstruction, 294,712 sf of slurry seal, 14,029 sf of sidewalk improvements, 51 new trees and 24 removals; 11 The Academy/Bel Air Neighborhood is bound by Lincoln Avenue to the north, Dale Avenue to the east, Orange Avenue to the south, and Beach Boulevard to the west. The scope included 263,302 sf of asphalt reconstruction, 201,012 sf of slurry seal, 4,256 sf of sidewalk, 30 new trees and 6 removed; 12 The Gaymont/Elm Lawn Neighborhood is bound by Orange Avenue, Stonybrook Drive, and Ball Road to the north; Dale Avenue, Magnolia Avenue, and Gilbert Street to the east; the Anaheim City Limit to the south; and Beach Boulevard to the west. The scope included 397,521 sf of asphalt reconstruction, 201,012 sf of slurry seal; 12,842 sf of sidewalk, 3,187 lf of curb and gutter, and 71 new trees along with 15 removals; 13 The Greenleaf-Hampton Neighborhood is bound by La Palma Avenue to the north, Gilbert Street to the east, Crescent Avenue to the south, and the Anaheim City Limit to the west. The scope included 1,073,430 sf. of reconstruction, 494 tree trimmings, 15 removals and 75 new trees.

The project limits for phase II were split into three neighborhood areas: 1 The Kings Court Neighborhood is bound by Ball Road to the north, Euclid Street to the east, Katella Avenue to the south, and Brookhurst Street to the west. The scope included 1.1 million sf of grind and cap and 1.1 million sf of slurry seal; 2 The Velare Neighborhood is bound by Orange Avenue to the north, Gilbert Street to the east, Ball Road to the south, and Magnolia Avenue to the west. The scope included 260,677 sf of grind and cap and 327,499 sf of slurry seal; 3 The Sabina Neighborhood is bound by La Palma Avenue to the north, Harbor Boulevard to the east, Sycamore to the south, and the Anaheim Boulevard to the west. The scope included 152,605 sf of grind and cap, 185,494 sf of slurry seal. Coordinating with the local residents was essential on these projects.

STREET & SLURRY SEAL REHAB ILITAT ION PROJECT - PHASES I, II & III, LAGUNA BEACH Muhammad provided Management services for the City of Laguna Beach on Phases I, II, and III of this project. The project limits for Phase I (2017) were split into three areas: Area A (Skyline) included 934,523 sf, Area B (Lower Bluebird Canyon) included 158,057 sf, and Area C (Summit Drive) included 185,961 sf. The project limits for Phase II (2018) covered three different regions: Area A: Canyon Acres Drive/Arroyo Drive/Woodland Drive/Laguna Canyon Frontage Road, Area B: Residential streets in downtown (Loma Terrace, Y Place), and Area C: streets between Thalia Street and Cress Street. The project limits for Phase III (2019) included two areas, Area A: Coast Royal, and Area B: South Laguna Village. These areas are in South Laguna Beach, from the neighborhoods between West Street and 10th Avenue/Sunset Avenue. The work included variable grind and overlay in some areas, and Type I Slurry Seal in other areas. There was 2,562 square feet of French Drain that was installed in Area A. A 4-inch drain line was connected to a catch basin in Area A as well. The specifications also called for new traffic signal poles at the Skyline Drive, Crestview Drive, and Fern Street Intersections. Lastly, the project encompassed parkway and curb and gutter improvements, signage and striping. Due to the residential element involved, OE provided Web Maps and a Project Hotline for affected residents, keeping them updated and informed through out the life of the project.

ATLANTIC AVENUE & FIRESTONE BOULEVARD INTERSECT ION WIDEN ING, SOUTH GATE Muhammad provided Management services for the the City of South Gate. The project limits were on two arterial streets: Atlantic Avenue from Firestone Boulevard to Patata St. (~1,300 LF) and Firestone Boulevard, from Dorothy Avenue to Atlantic Ave. (~2,200 LF). The project involved the widening and realignment of the intersection to increase the number of thru, left turn lanes, the length of turn pockets, and right turn lanes. In addition to the widening, the scope entailed a concrete approach to the intersection; concrete intersection; grind and ARHM overlay; four legs of the intersection; 50,000 SF of sidewalk, 1,850 LF of curb and gutter, 2,100 LF of DIP waterline and 2,840 LF of recycled waterline, and 4,656 LF of median island curb with decorative landscaping and a city monument sign. This project was funded with Measure R, MTA and other state funding sources, and required the preparation of an award package and the continued upkeep of project files, invoices, reports and submittals in accordance with Caltrans’ LAPM.

CALTRANS ASPHALT RETAIN WALL DRAINAGE ROADWAY

Inland Navigation & Management, IFIT Belgium, 1989 • PE Professional Engineer #57908

EXPERIENCE
Mauna Loa Ave. Residential Street Improvement/Water Main Installation, Glendora Chino provided Construction Management services to the City of Glendora on the Mauna Loa Avenue Water Main Installation and Street Improvements Project. This project consisted of installing 6,400 LF of new 8-in. water main and 194,000 SF of street improvements that included pavement rehabilitation of grind and overlay, concrete sidewalk repairs, curb and gutter repairs, repairing 11 ADA non-compliant curb ramps, traffic signal loop replacement, signing, and striping for a total of 100 working days. The project was located along 3 streets off Glendora Avenue-Mauna Loa Avenue, Duell Street, and Linfield Street, as well as Minnesota Avenue.

Local Streets Rehabilitation, Phase II (Asphalt Improvements) in Zone 3, Norwalk Chino was the Construction Manager on this project in the City of Norwalk. The limits were bound by the Union Pacific Railroad to the Northwest, the I-5 Freeway to the Northeast, Imperial Highway to the South, and Firestone Boulevard to Southwest. The project involved cold mill and ARHM overlay, application of slurry seal to the streets, full depth removal including removal and replacement of base material. The project also included installation of continental crosswalks, traffic signage and detector loop replacement. Incidental work involved replacement of traffic related items such as striping and pavement markings. Work was involved at 1 railroad crossing which required some added coordination.

Transit System (NTS) Bus Stop Improvement, Phase I (FTA Funded), Norwalk Chino served as the Construction Manager to the City of Norwalk on the Bus Stop Improvement Project, Phase 1. The City’s Transit System was in need of a revamping of the City’s 166 bus stops, with a new bus stop addition within the City of Santa Fe Springs. Each bus stop required a variety of any one of the following upgrades: solar power equipt shelters; seating; trash receptacles; and signs built for real-time posting. OE was tasked with signage installation at 73 of the City’s bus stops along Routes 1 and 4, along with upgrading a further 9 stops. OE provided PES/Environmental preparations, base map and maintenance plan development, concept plans for bus stops, as well as a thorough field SECTION 7: Resumes
| 25
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 survey of all of the bus stops which included the use of drone surveying. OE’s contribution required 60 working days out of the project’s duration of approximately 18 months from the notice to proceed, with an estimated total project cost of $1.5 million, funded by the Federal Transit Administration (FTA).

FY 2023-24 Pavement Management Program Implementation Project, Glendale Chino served as the Project Manager to the City of Glendale on the Fiscal Year 2023 to 2024 Pavement Management Program Implementation Project. The purpose of this project was to rehabilitate approximately 48,650 linear feet (9.2 miles) of street, a total of 60 streets in all. OE was tasked with providing designs for pavement resurfacing and reconstruction; curb, gutter and sidewalk repairs at 9 separate locations; a total of 124 ADA curb ramps and driveways construction; catch basin enhancements; bus stop improvements and relocations; sewer point repairs; tree well installation and tree planting; utility appurtenance adjustments and relocations; signing and striping; and surveying well monument installations and replacements. Additional work included sewer video inspection to identify sewer defects and preparing sanitary sewer plans for repairs that included point repairs, and sectional and full-length slip lining, along with Traffic Control plans. OE also acquired no-fee permits for ground distrubance work within the City’s right-of-way.

WIDENING WATER SIDEWALK DRAINAGE ROADWAY

QUALIFICATIONS
mpA: PUBLIC ADM INISTRAT ION California State University, Long Beach • BS: CIVIL ENGINEERING Hyderabad Polytechnic Institute • BA: PUBLIC ADM INISTRAT ION California State University, Long Beach

BACKGROUND
Rash possesses over 36 years of solid experience in the public works sector. Rash has a wide range of experience on a variety of Inspection and Construction Management projects. As an Associate Engineer, he provided public agencies with various tasks including design engineering, plan preparation, specification preparation, plan-checking services, inspection services, Construction Management and support, peer review, stakeholder coordination, public outreach, and staff support. He is proactive in identifying potential obstacles before they occur. Rash has successfully taken multiple projects from the initial Federal funding application, to the Preliminary Environmental Study, to E-76 approval, and all the way through construction of audited Federally Funded construction projects.

EXPERIENCE
downtown pedestrian improvement project, torrance
As Construction Manager, inspector and Associate Engineer for the City of Cerritos for over 21 years, Rash was responsible for providing engineering support to the Assistant City Engineer and Director of Public Works. He supervised the engineering staff, helped manage and administer the City’s Capital Improvement Program, and was responsible for running the daily activities of the engineering division including: plan check, dealing with the residents, utilities, developers, and issuing permits. In addition, Rash was the Project Manager for various complex capital improvement projects, from inception, through planning, design, and construction. He prepared and supervised the administration of Requests for Proposal (RFPs). This included analysis of proposals, selection of consultants, and negotiation of scope, cost, and schedule. Rash also prepared, administered, and supervised project and program budgets and continually monitored budgets and schedules to ensure progress towards established program goals.

He consulted and negotiated with contractors, builders, architects, engineers, public officials and the general public.

Rash prepared recommendations for resolutions of engineering problems considering all factors including economic feasibility. He also arranged and supervised the preparation of grant applications, permit applications, consultant and interagency agreements, public information and plans and specifications. Finally, he coordinated projects with Federal, State, and Local agencies including Consultants. While serving in the capacity of Associate Engineer, Rash also served the City of Cerritos as a Construction Manager on multiple projects including projects that were federally funded. Rash also performed the required stakeholder coordination including Caltrans, and was involved in communicating with the local residents and businesses. He was responsible for planning and running kick-off meetings with the contractor, reviewing project submittals, RFI’s, CCO’s, and checking the contractor invoices against the field quantities as detailed on the daily work reports, as well as coordinating daily construction details with the contractor and inspector. A partial list of projects for the City of Cerritos for which Rash provided full oversight, from planning, to design, and through construction, as well as Construction Management includes:

Artesia Boulevard Reconstruction, Carmenita Road to Valley View Avenue ($530,000) Carmenita Road Reconstruction, Artesia Boulevard to Alondra Boulevard ($529,000) Carmenita Road Reconstruction, Artesia Boulevard to South Street ($548,000) 195th Street Reconstruction, Studebaker Road to Pioneer Boulevard ($466,000) Artesia Boulevard Reconstruction, Clarkdale Avenue to Norwalk Boulevard ($200,000) Piuma Avenue Reconstruction, Alondra Boulevard to Golf Course ($200,000) SECTION 7: Resumes
| 27
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Hidden Creek, Moore Street Arthur Place Industrial Area ($500,000) Arbor Place, Vine Place & Park Place, Industrial Area ($405,000) Palo Verde Storm Drain Boardwalk Development ($180,000) Artesia Boulevard Reconstruction, Carmenita Road to Bloomfield Avenue ($707,000) 183rd Street Reconstruction, Gridley Road to Palo Verde Avenue ($600,000) Arterial Slurry Projects, 166th Street & Studebaker Road ($150,000) Traffic Signal Modification, Norwalk at Artesia Boulevard ($80,000) Traffic Signal Gridley Road Target Development ($300,000) Traffic Signal Installation, Del Amo Boulevard & State Road ($100,000) Pioneer Boulevard Reconstruction, Del Amo Boulevard to South Street ($600,000) Carmenita Road Bridge Widening, LACDPW Project ($3.1 Million) Traffic Signal Installation, Studebaker Road & Senior Housing ($225,000) Traffic Signal Modifications, Bloomfield Avenue & Del Amo Boulevard ($100,000) Swim Center Bleachers Modifications ($16,000)
Del Amo Boulevard at State Road ($1.8 Million)
downtown pedestrian improvement project, torrance
Rash provided Inspection Services to the City of Torrance on this Downtown Pedestrian Improvement Project. The Downtown Pedestrian Improvement Project seeks to provide a more attractive pedestrian environment along Cravens Avenue from Carson Street to Torrance Boulevard. The work encompassed construction of uniform, spacious, and ADA-compliant sidewalks, new decorative LED street lights, improved landscaping, roadway pavement rehabilitation, new curb and gutter, benches, bike racks, and pedestrian signage. The water mainline located under the sidewalk was relocated under the roadway to provide improved access for future repair work. The work also included replacement of the sidewalk, curb and gutter, and curb ramps; roadway repair; and replacement of traffic signs.

Artesia Boulevard Reconstruction - PHASE I, CERRITOs
Rash served as a Project Manager & Construction Inspector for the Artesia Boulevard reconstruction project. The project limits were from Carmenita Road to Valley View Avenue. The scope of the work included removing and replacing damaged asphalt pavement, removing and replacing the damaged curb and gutter, and grind and overlay of the existing street. The project also required traffic striping and traffic control. This was federally funded project with an approximate construction cost of $530,000. Rash managed the project, meeting the federal requirements, including DBA requirements and certified payrolls. Rash was also involved is securing the federal funds, meetings with Caltrans, and having the project audited.

Carmenita Road Reconstruction - PHASE I, CERRITOs
Rash served as a Project Manager & Construction Inspector for the Carmenita Road Reconstruction Project, Phase I. The project limits were from Artesia Boulevard to Alondra Boulevard. The scope of the work included removing and replacing damaged asphalt pavement, removing and replacing the damaged curb and gutter, and grind and overlay of the existing street. The project also required traffic striping and traffic control. The approximate construction cost was $529,000.

Carmenita Road Reconstruction - PHASE II, CERRITOs
Rash served as a Project Manager & Construction Inspector for the Carmenita Road Reconstruction Project, Phase II.

The project limits were from Artesia Boulevard to South Street. This street had existing median islands. The median curb was uplifted. The scope of the work included removing and replacing the uplifted median curb, damaged asphalt pavement, removing and replacing the damaged curb and gutter, and grind and overlay of the existing street. The project also required traffic striping and traffic control. Rash was also managing the design phase of the project, including project design review during the design phase. 2018 Street & Slurry Seal Rehabilitation - Phase II, laguna beach Rash provided inspection services for the City of Laguna Beach on Phase II of this project covering three phases in three years. The project limits covered three different regions - Area A: Canyon Acres Drive/Arroyo Drive/Woodland Drive/Laguna Canyon Frontage Road, Area B: Residential streets in downtown (Loma Terrace, Y Place), and Area C:
streets between Thalia Street and Cress Street. The work included variable grind and overlay in some areas, and Type I Slurry Seal in other areas. The specifications also called for new traffic signal poles. Lastly, the project encompassed parkway and curb and gutter improvements, signage and striping. Due to the residential element involved, OE provided an up-to-date informative Web Page, interactive Web Maps and a Project Hotline for affected residents, keeping them updated and informed through-out the life of the project. 195th STREET Reconstruction, CERRITOs
SECTION 7: Resumes
| 28
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 ludwig smeets, pe
construction manager
39 Years of
Experience
fields of expertise:

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
BS Civil Engineering CSULB, Long Beach, 1979 • pe #37221 Registered Civil Engineer • US Army Command & General Staff College, Ft. Leavonworth, Kansas, 1989 • ma military science Texas A&M, 1990 • member APWA, ASCE, NSPE, SAME

BACKGROUND
Ludy has over 39 years of civil engineering experience with focus on Project Management and Construction Management. He also has experience in the design of civil engineering projects such as street, sewer, water, and storm drain projects. Ludy has management level experience working in public works departments in cities throughout Southern California. His experience includes public agency budgeting, project implementation, project design, PS&E development, contract bidding, award administration, construction management and project closure reporting. He has selected, directed and managed consultants, architects and engineers as required in order to meet public works department goals and objectives. He has supervised and trained city staff junior engineers. His many responsibilities included providing project management for federally funded projects, and state funded projects.

EXPERIENCE

STREET & SLURRY SEAL REHAB ILITAT ION - PHASE III, LAGUNA BEACH Ludy lent his skills in providing full Construction Management and Inspection Services for the City of Laguna Beach on Phase III of the Street and Slurry Seal Rehabilitation Project, The project covered the span of three phases in three years. The project limits for Phase III (2019) includes two areas: Area A-Coast Royal, and Area B-South Laguna Village. These areas are in South Laguna Beach, from the neighborhoods between West Street and 10th Avenue/Sunset Avenue. The work included variable grind and overlay in some areas, and Type I Slurry Seal in other areas. The specifications also called for new traffic signal poles. Lastly, the project encompassed parkway and curb and gutter improvements, and signage and striping. Due to the residential element involved, OE provided an up-to-date informative Web Page, interactive Web Maps and a Project Hotline for affected residents, keeping them updated and informed through-out the life of the project.

ARROYO DRIVE IMPROVEMENT PROJECT , MONTEBELLO
Ludy supplied Construction Management services to the City of Montebello on the Arroyo Drive Improvement Project.

The project limits are on Arroyo Drive from Astra Drive to Glen Avenue. This project includes pavement rehabilitation, ADA ramp, curb and gutter, and driveway repairs, storm drain improvements, and associated improvements.

The budget for this project is $1,239,085 made up of STPL Funds ($1,063,000) Measure R ($146,045) and Prop C ($30,040) funds, and full compliance with all applicable requirements was essential. The project limits on the north side are adjacent to the back-lot of St. Joseph’s Salesian Youth Retreat Center and Don Bosco Technical Institute.

Coordination for parking access was vital. The Astra Drive neighborhood (cul-de-sac) and Potrero Heights Park and Community & Senior Center at the west end of the project limits also required coordination, since the parking lot and residential neighborhoods can only be accessed from Arroyo Drive.

SECTION 7: Resumes
| 29
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 PHASE 3 LOCAL STREETS REHABILITAT ION (ZONE 24, 27, & 32), NORWALK Ludy provided Construction Management and inspection services to the City of Norwalk on the 3rd Stage of Construction of the Local Streets Rehabilitation Paving Improvements. The work included three separate City projects (No. 7924-Zone 24. No. 7925-Zone 25, and No. 7926-Zone 32). Stage 1 of this project included concrete improvements, and OE provided CM and Inspection services for Zone 32 of that phase. Stage 3 included a variety of pavement rehabilitation methods including full-depth repair, grind and overlay, and slurry seal for Zones 24, 27, and

32. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue which had a PCI rated less than 25 (very poor). The streets were also adjacent to Edmondson Elementary School, requiring careful coordination with the school. The replacement of the deteriorated pavement and accessibility ramps was important to improving the safety of the school zone and extending the useful life of the streets. The rehabilitation work involved street repaving which included curb and gutter repairs, slotted cross gutter replacements and pedestrian accessibility ramps at intersection corners to meet current standards.

STREET IMPROVEMENTS AT VAR IOUS LOCAT IONS (CIP 186 & 190), HERMOSA BEACH Ludy provided Construction Management and inspection services for Street Improvements at Various Locations through out the City of Hermosa Beach. The purpose of the project was to restore the surface integrity of the streets, improve the ride quality and safety, as well as mitigate any potential hazards by means of pavement resurfacing.

DOWNTOWN PEDESTR IAN IMPROVEMENT PROJECT - T-115, TORRANCE Ludy provided Construction Management services to the City of Torrance on this Downtown Pedestrian Improvement Project. The Downtown Pedestrian Improvement Project seeks to provide a more attractive pedestrian environment along Cravens Avenue from Carson Street to Torrance Boulevard. The work encompassed construction of uniform, spacious, and ADA-compliant sidewalks, new decorative LED street lights, improved landscaping, roadway pavement rehabilitation, new curb and gutter, benches, bike racks, and pedestrian signage. The water mainline located under the sidewalk was relocated under the roadway to provide improved access for future repair work. The work also included replacement of the sidewalk, curb and gutter, and curb ramps; roadway repair; and replacement of traffic signs.

NEIGHBORHOOD PARK RENOVAT IONS - CHERRY PARK PROJECT , LAKE FOREST Ludy provided Construction Management and inspection services to the City of Lake Forest on this neighborhood park located on Cherry Avenue, bound by Jeronimo Road to the west, Trabuco Road to the east, Los Alisos Boulevard to the south, and El Toro Road to the north. The work entails grading, landscaping, irrigation, site furnishings, a redesigned play area with resilient surfacing, new playground equipment, and a shade structure.

ROSECRANS AVENUE IMPROVEMENT PROJECT , MANHATTAN BEACH
Ludy provided Construction Management services to the City of Manhattan Beach on the Rosecrans Avenue Improvement Project. The limits of the project was on the major arterial of Rosecrans Avenue, from Aviation Boulevard to Village Drive. This segment of roadway is approximately 4,200 linear feet, and the roadway condition varied, with rutting, blocking, and alligator cracking found throughout. Rosecrans Avenue sees heavy daily traffic volume, and it is an important thoroughfare in the City, so it had a high-profile identify. The project entailed cold milling and rubberized asphalt concrete overlay, installation of Tensar GlasPave50, double adjustment of manholes, pavement marking/ striping, installation of traffic loops, multiple commercial driveway upgrades, and access ramp upgrades at 8 locations.

All eastbound lanes including the left turn pockets of Rosecrans Avenue from Aviation Boulevard to Village Drive were part of the project limits. Construction work was performed at night, adding another level of complexity.

BOLSA CH ICA STREET ENHANCEMENTS & IMPROVEMENTS , WESTMINSTER As the Project Manager, Ludy provided design plans and specifications for this 6,800 lineal feet street widening and landscaped median island construction project in the City of Westminster. This project provided for a raised, fully landscaped median island, provided drainage solutions, street pavement improvements and reconstruction, as well as restriping of the intersections to accommodate additional turning pockets and free-moving right turns.

SECTION 7: Resumes
| 30
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 michael nguyen
construction inspector
32 Years of
Experience
fields of expertise:

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
16 years inspection for the County of Orange | aa degree industrial technology California Polytechnic Universtiy, Pomona | 60 UNITS MECHANICAL ENGINEERING California Polytechnic Universtiy, Pomona

BACKGROUND
Michael worked for 16 years as a Construction Inspector to a Supervising Construction Inspector for the County of Orange, the highest attainable position in the County’s inspection series (Principal Construction Inspector was converted to Administration Manager I recently). His typical duties include providing daily construction reports, documenting labor and equipment on-site each day and hours worked; measuring, calculating, and recording all construction measurements and quantities, ensuring safety for construction site and NPDES compliance for State/ Regional Water Quality Control Boards, and taking work in progress and site photos. While at the County of Orange, he was known as the Slurry King due to his ability to document and track quantities in a precise way.

EXPERIENCE
N. Concourse Avenue Street Improvement Project, FY 2020-21 (CP No. 880),

MONTEBELLO
Michael was the construction inspector on the N. Concourse Avenue Street Improvement Project for the City of Montebello. The project limits are on N. Concourse Avenue from W. Madison Avenue to W. Beverly Boulevard. The work entailed a grind and ARHM overlay, and concrete improvements including gutter, driveway approaches, curb ramps, and sidewalk segments within the project limits. baja st. retaining wall & zones 2 & 3 street concrete rehabilitation project,

LAGUNA BEACH
Michael was the construction inspector on this project in the City of Laguna Beach. The Baja Street Retaining Wall Replacement is a project adjacent to 870 Baja Street. The work entailed constructing a shotcrete concrete wall with soil nails in front of a failing CMU retaining wall which was supporting a slope on private property. As for the Zones 2 & 3 Street Concrete Rehabilitation Project, it was a sidewalk repair project which included various locations in Zones 2 and 3. The sidewalk repairs covered 9,000 square feet and the work also covered spandrel repairs, curb and gutter, and cross gutter removal and replacement.

Neighborhood Residential Streets Improvement Project (Phase II), ANAHEIM Michael served as construction inspector for the City of Anaheim on this project which encompassed street rehabilitation on a number of residential neighborhoods. The goal of this project was to restore surface integrity, improve the ride quality and safety of the residential streets, as well as mitigate any potential trip and fall hazards.

These large-scale residential neighborhood rehabilitation projects involved parkway improvements by resurfacing the pavement, removal and replacement of ADA access ramps, sidewalk, curb, gutter, concrete aprons and cross gutters, and driveway approaches. The project limits for phase II were split into three neighborhood areas: (1) The Kings Court Neighborhood is bound by Ball Road to the north, Euclid Street to the east, Katella Avenue to the south, and Brookhurst Street to the west. The scope included 1.1 million sf of grind and cap and 1.1 million sf of slurry seal; (2) SECTION 7: Resumes
| 31
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 The Velare Neighborhood is bound by Orange Avenue to the north, Gilbert Street to the east, Ball Road to the south, and Magnolia Avenue to the west. The scope included 260,677 sf of grind and cap and 327,499 sf of slurry seal; (3) The Sabina Neighborhood is bound by La Palma Avenue to the north, Harbor Boulevard to the east, Sycamore to the south, and the Anaheim Boulevard to the west. The scope included 152,605 sf of grind and cap, 185,494 sf of slurry seal. Coordinating with residents was essential on this project.

Street & Slurry Seal REHABILITATION - Phase III, LAGUNA BEACh Michael provided full Inspection Services for the City of Laguna Beach on phase III of this project. The project limits for Phase III (2019) included two areas, Area A: Coast Royal, and Area B: South Laguna Village. These areas are in South Laguna Beach, from the neighborhoods between West Street and 10th Avenue/Sunset Avenue. The work included variable grind and overlay in some areas, and Type I Slurry Seal in other areas. There was 2,562 square feet of French Drain that was installed in Area A. A 4-inch drain line was connected to a catch basin in Area A as well. The specifications also called for new traffic signal poles at the Skyline Drive, Crestview Drive, and Fern Street Intersections. Lastly, the project encompassed parkway and curb and gutter improvements, signage and striping.

Due to the residential element involved, OE provided Web Maps and a Project Hotline for affected residents, keeping them updated and informed through out the life of the project. 2017 SLURRY SEAL PROGRAM (I-139 / I-159), torrance
Michael served as Construction Inspector on this $2.5 million dollar slurry seal project for the City of Torrance covering three residential neighborhoods, as well as Camino de la Costa from Calle Miramar to the City limit; Madison Street and Hawthorne Boulevard service road between 240th Street and Skypark Drive; 240th Street from Hawthorne Boulevard to Madison Street; and arterial and collector streets on Anza Avenue, from Calle Mayor to Sepulveda Boulevard, Ocean Avenue from the Pacific Coast Highway to Torrance Boulevard, along with Madrona Avenue south of the Prairie Avenue Bridge to Sepulveda Boulevard. Four City parking lots were also slurry sealed.

AREA 6 RESIDENT IAL & COLLECTOR STREET SLURRY SEAL & OVERLAY REHABILITAT ION , DIAMOND BAr
Michael was the Inspector to the City of Diamond Bar on this CDBG Project. The project limits included approximately 63,360 feet (12 miles) of residential and collector streets located within Area 6, with slurry seal and overlay work.

Michael provided effective communication with the City, updated R FIs, Submittals, and CCO Logs, and helped ensure compliant work with the Contractor and Inspector. Michael also participated in public outreach services to the affected neighborhoods to ensure a seamless construction process and maintain a positive public outlook for the City of Diamond Bar.

Asphalt Overlay Resurfacing, Chapman AVE .-CLIFFWAY DR. TO EQUESTR IAN DR., ORANge
Michael served as the Construction Inspector on this project. The asphalt overlay resurfacing consisted of remedial asphalt repair work to include hand patching and removal and replacement of the damaged sections of asphalt concrete pavement, cold milling, tree trimming, placing asphalt concrete level course, placing asphalt concrete overlay, constructing asphalt concrete berm, fog sealing new and existing asphalt concrete berms, applying traffic striping and stenciling, placing raised pavement markers, reshaping shoulders, adjusting manholes, traffic control pull-boxes, and survey monument wells, and the reinstallation of traffic detector loops. Notices to Residents were hand-delivered and no parking signs were posted prior to start of work. Michael coordinated involvement of Traffic Signal Operations, performed daily reports, and processed progress payments with justification backup data. rosecrans avenue improvement project, manhattan beach
Michael provided Construction Inspection services to the City of Manhattan Beach on the Rosecrans Avenue Improvement Project. The limits of the project was on the major arterial of Rosecrans Avenue, from Aviation Boulevard to Village Drive. This segment of roadway is approximately 4,200 linear feet, and the roadway condition varied, with rutting, blocking, and alligator cracking found throughout. Rosecrans Avenue sees heavy daily traffic volume, and it is an important thoroughfare in the City, so it had a high- profile identify. The project entailed cold milling and rubberized asphalt concrete overlay, installation of Tensar GlasPave50, double adjustment of manholes, pavement marking/ striping, installation of traffic loops, multiple commercial driveway upgrades, and access ramp upgrades at 8 locations.

SECTION 7: Resumes
| 32
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 chris boren
construction inspector
16 Years of
Experience
fields of expertise:

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
levels I & II Public Works Inspector | Experience Federally Funded Projects CA State Caltrans Projects

BACKGROUND
Chris is a Construction Inspector at Onward Engineering. He has a variety of certifications and has taken part in multiple training programs over his 16 years of experience. His experience includes a plethora of projects, and he advocates safety and quality at the jobsite. His accuracy and efficiency in the field ensure a successful project. Chris’ work will always include making sure that the contractor is efficient with his time and acting in the best interest of the City as their advocate in the field.

EXPERIENCE
Storm Drain & Pavement Rehabilitation PROJECT , RANCHO CUCAMONGA Chris provided inspection services to the City of Rancho Cucamonga on the Ramona Avenue Storm Drain & Pavement Rehabilitation project. The project limits were from Foothill Boulevard to South of the Pacific Electrical Trail.

The project included the installation of approximately 1,000 LF of 60” RCP, construction of 3 manhole structures, installation of 2 laterals and catch basins, as well as a junction structure. 19th St. Hellman AVE. Pavement Rehabilitation, RANCHO CUCAMONGA Chris provided inspection services to the City of Rancho Cucamonga on the 19th St. Hellman Avenue Pavement Rehabilitation project. The project limits were from Haven Avenue to West City Limit, and Hellman Avenue from Baseline Road to 19th Street. The project included a Grind and Asphalt Rubber Hot Mix (ARHM) overlay, adjustments to manholes, water valves, and gas valves. It also included the installation of traffic loops, traffic signs, striping, and traffic signal video detection. In addition, the project called for traffic control for the duration of the project.

Hermosa Avenue Pavement Rehabilitation, RANCHO CUCAMONGA Chris provided inspection services to the City of Rancho Cucamonga on the Hermosa Avenue Pavement Rehabilitation project. The project limits were from Main Street to Arrow Route. The project included an Asphalt Rubber Hot Mix (ARHM) overlay, asphalt concrete pavement, cold plane, adjusting manholes, and water valve covers.

It also included installing traffic signal detector loops at Hermosa and Arrow, and another set of traffic signal detector loops at Feron Blvd. and Hermosa Ave. This project also required extensive traffic control.

CHINO HILLS PARKWAY & CHINO ave. REHABILITATION - stpl funded, DIAMOND BAR Chris was the construction inspector for the City of Diamond Bar for this STPL-funded project. The site spanned 1.25 miles along Chino Hills Parkway, from the north city limit to the south city limit, and Chino Avenue, from Chino Hills Parkway to the eastern city limit. The scope included grind and ARHM overlay, 783 SF of local R&R, and minimal PCC curb, gutter, and sidewalk replacements. A constructability review was conducted prior to construction commencing, and noted several additional reconstruction areas along with several ramp upgrades to add to the scope. In addition, paving was coordinated to be completed at night to minimize traffic congestion.

SECTION 7: Resumes
| 33
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Local Street Pavement Rehabilitation & Slurry Seal, RANCHO CUCAMONGA Chris provided construction inspection services to the City of Rancho Cucamonga on the Local Street Pavement Rehabilitation Project. This project required an overlay of various streets in the City of Rancho Cucamonga. The scope of work included a Type II Slurry Seal, routing, with rubberized and AC crack filling, weed abatement, the installation of plastic thermo markings, and striping. The work was done on an area of approximately 625,371 SY.

UPGRADE LEFT TURN PHASES FLASH ING YELLOW ARROW SIGNAL-7 LOCAT IONS, RANCHO

CUCAMONGA
Chris served the City of Rancho Cucamonga in providing construction inspecition services for the purpose of upgrading left turns on this project. The work entailed removing and replacing the existing left turn signal to flashing yellow arrow at 7 locations (4 on Day Creek Blvd. and 3 on Base Line Rd.), as well as modifying existing medians at Base Line and Spruce (westbound left), Day Creek and Victoria Park (northbound and southbound left), and Day Creek and Silverberry (northbound and southbound left). The median modifications include 4’ shifts to increase and improve sight distance. This project also included replacing the controller, and minor paving and striping. vineyard avenue at san bernardino road traffic signal modification, RANCHO

CUCAMONGA
Chris provided construction inspection services on this project in the City of Rancho Cucamonga, which entailed traffic signal modifications at the intersection of Vineyard Avenue and San Bernardino Road for removing three pull boxes, abandoning existing footing, removing and salvaging existing signal cabinet and relocating traffic signal equipment into new cabinet, furnishing and installing one Type 1-A pole and 4” PVC conduit, installing three #6 pull boxes, one #6E pull box, and one N40 pull box, furnishing and installing Econolite Cobalt ATC Controller, Type R signal controller cabinet with new foundation, side mounted CBS-127 cabinet shell, and installing Tomar Emergency Vehicle Preemption Detector and cabling. The Contractor was also tasked with replacing existing incandescent lights with new LED signal indicators, pulling new wires, potholing, and traffic control.

Citywide Street Rehabilitation - PHASE I (arra funded), bell gardens Chris provided construction inspection services on this ARRA-Funded project for the City of Bell Gardens. The scope of work including approximately 1 mile of grind and overlay, 370,818 SF of variable depth cold milling, localized full section removals, and the installation of CMB materials. Furthermore, the project entailed constructing 19 ADA compliant curb ramps and retrofitting 21 ADA compliant curb ramps. The project required inspecting curb and gutter, driveway approaches, sidewalks, and local depressions, it also required adjusting sewer and storm drain manhole covers, water valves, traffic signal pull boxes, traffic striping, and traffic signal loop detectors. Chris also provided extensive traffic control for the duration of the project.

Citywide Street Rehabilitation - PHASE II (arra funded), bell gardens Chris provided construction inspection services on this ARRA-Funded project for the City of Bell Gardens on local and arterial streets. The scope of work included 187,468 SF of variable depth cold milling, construction 5 ADA compliant curb ramps, retrofitting 32 ADA compliant curb ramps, and constructing curb & gutter, sidewalk, alley approaches, and PCC bus pads. Furthermore, the project entailed localized full section removals, the installation of CMB materials, BMP implementation, and traffic control.

Ramona “A” Roadway Rehabilitation - ARRA FUNDED, baldwin park Chris provided construction inspection services on this ARRA funded project for the City of Baldwin Park on 4,285 SF of PCC roadway. The scope of work entailed 200,656 SF of cold milling, constructing 14 ADA compliant curb ramps, PCC roadway, spandrels, curb & gutter, driveway approaches, sidewalks, and stamped concrete. Furthermore, the project required sewer and storm drain manhole adjustments, water valve can adjustments, 16” to 24” diameter tree removal, installing six 2” water service and backflow device, and upgrading the existing irrigation systems and installing a new parkway irrigation system.

Beverly BOULEVARD Rehabilitation Project - ARRA FUNDED, pico rivera Chris provided construction inspection services on this ARRA funded project for the City of Pico Rivera. The scope of work included a 1.3 mile grind and overlay, curb & gutter, sidewalk, driveway approaches, cross gutters, constructing 13 ADA compliant curb ramps, and retrofitting 3 ADA compliant ramps. Furthermore, the project required localized full section removals, installation of CMB materials, BMP implementation, and traffic control.

ADA RAMP BRIDGE PAVEMENT INTERSECTION

QUALIFICATIONS

CERTIFIED PUBL IC WORKS CONSTRUCT ION INSPECT ION SANTIAGO CANYON COLLEGE

BACKGROUND
Joe is a Public Works Inspector with 30 years of experience in construction as an Inspector. His typical duties have included providing daily construction reports, documenting labor and equipment on-site each day and hours worked; measuring, calculating, and recording all construction quantities, and taking work and site photos. Joe’s experience includes projects of all sizes. His accuracy and efficiency in the field ensures a successful and well-documented project, from construction through closeout. His work includes making sure that the jobsite is safe and that the contractor is efficient with his time.

EXPERIENCE
Neighborhood Slurry Seal-Area 1 Project -CIP No, 2019-03, LA MIRADa Joe was the Construction Inspector on this neighborhood slurry seal project for the City of La Mirada. This project covers several residential streets within the City, including the Foster Park neighborhood and Imperial Highway, Neargrove Road, Jalisco Road, Florita Road, Crestoak Drive, Gara Drive, Ashgrove Drive, Excelsior Drive, Neartree Road, Bluefield Avenue, Stanleaf Drive, Figueras Road, and San Bruno Drive. Construction included Slurry Seal (Type) of the streets and some localized repairs.

COLLECTOR STREET SLURRY SEAL PROJECT , LA MIRADa
Joe provided Construction Inspection services for the Collector Street Slurry Project (CIP No. 2018-09). This neighborhood slurry seal project covers collector streets within the City including Biola Avenue, Stage Road, Escalona Road, Foster Road, Adelfa Drive, and Alicante Road. The construction included 1,367 elongated tons of Type II Slurry Seal on collector streets.

LOCAL STREETS REHABILITATION PROJECT , norwalk
Joe served as the primary inspector in this Local Streets Rehabilitation Project for the City of Norwalk to rehabilitate multiple street segments within the City. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue and had a PCI rated less than 25 (very poor). The streets were adjacent to Edmondson Elementary School.

The replacement of the deteriorated pavement and accessibility ramps was important to improving the safety of the school zone and extending the useful life of the streets. The rehabilitation work involved street repaving which included curb and gutter repairs, slotted cross gutter replacements and pedestrian accessibility ramps at intersection corners to meet current standards.

Various Streets Improvement, FY 2020-21 (CIP No. 881), montebello Joe was the Construction Inspector to the City of Montebello on this project. There are five street segments included in this project. These five segments are (1) Minson Way, from Sycamore Street to the Cul-Du-Sac; (2) Allston Street, from W. City Limit to W. Olympic Boulevard; (3) Medford Street, from Allston Street to 18th Street; (4) Millis Street,

ROADWAY
joe zamaripPa
ConstructION INSPECTOR
fields of expertise:

Experience
Ye
30ars of
SECTION 7: Resumes
| 35
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 from Kensington Way to Medford Street; and (5) Kensington Way, from Olympic Boulevard to Allston Street. The work included variable grind and ARHM overlay, full reconstruction for heavily deteriorated areas, construction of a concrete alley intersection, and PCC improvements covering cross gutters, sidewalk, curb and gutter, driveway approaches, curb ramps, and brick pavers.
phase 6b residential street rehabilitation project, la mirada Joe was the Construction Inspector OE provided construction inspection services on phase 6B of this Residential Street Rehabilitation Project for the City of La Mirada. The project covers the residential area north of Biola University, bound by Biola Avenue to the west and La Mirada Boulevard to the east, and by Imperial Highway to the north. The work entailed AC pavement reconstruction, cold milling, asphalt rubber hot mix overlay, Type 2 slurry seal, removal and replacement of damaged curb, gutter, cross gutter, sidewalk and curb ramps. Construction also included adjustment of manholes and water valves, traffic signing, striping, markings.

Neighborhood Slurry Seal - Area 2 (CIP #2020-03), LA MIRADa Joe provided construction inspection services on this Neighborhood Slurry Seal Project for the City of La Mirada. The limits of work included residential streets in the area south of Leffingwell Avenue, west of Santa Gertrudes Avenue, east of Telegraph Road, and north of Foster Road. The construction included 2,150 elongated tons of Type II Slurry Seal.

Phase 3 LOCAL STREETS REHABILITATION PROJECT , norwalk
Joe served as the primary inspector in this Local Streets Rehabilitation Project for the City of Norwalk to rehabilitate multiple street segments within the City. Twenty-one streets with a total of 3.6 centerline miles were included as part of this project. These limits were within the two blocks of Highdale Street between Elaine Avenue and Ibex Avenue and had a PCI rated less than 25 (very poor). The streets were adjacent to Edmondson Elementary School.

LAGUNA WOODS BRIDGE REPLACEMENT PROJECT, laguna woods
As the construction inspector, Joe was responsible for directing all phases of the project for the City of Laguna Woods, which included demolition, grading, trenching of footings, concrete formwork, falsework, steel rebar placement, and placing of concrete. A total of 270 cubic yards of concrete was placed. Construction included a 1,295 SF area of rock riprap on the upstream side of the bridge, and re-grading of a flood control channel. A comprehensive traffic control plan was in place which included detour signs to redirect neighborhood residents. Extra care and consideration was provided to nearby residents considering the project was located within a gated retirement community.

ANNUAL STREET REHABILITATION & SLURRY SEAL PROJECT , IRVINE Joe served as inspector for the City of Irvine on this $7.2-million-dollar capital improvement project. The scope of work included removal and replacement of 45 ADA ramps, 2,000 LF of curb and gutter, and 5,400 SF of city sidewalk.

Also included in the project scope was grind and overlay, Type I and Type II RAP Slurry seal, adjusting 110 manholes and 464 valves, and installation of 50 traffic loops. Intensive traffic control along Barranca Parkway was necessary due to crossing intersections during grind and overlay operations. Due to the nature of this project, it was necessary to actively respond to all resident questions and addressed needs to the community and City.

ORANGE TERRACE COMMUNITY PARK PROJECT , riverside
Joe was the inspector on the Orange Terrace Community Park Project in the City of Riverside. The scope of the project included 275 LF cast-in-place concrete retaining walls, sidewalks, 7 ADA ramps, 4-sets of concrete bleachers, 2 adult-sized baseball diamonds, 2 soccer fields, 2 playground areas with rubberized surface, and 2 parking lots. Joe inspected all work to ensure it was performed according to the project plans and specifications. Regular meetings with City of Riverside Public Works Project Manager and Publics Works Inspectors contributed to the success of this project. Heavy supervision was required to guarantee successful completion of the project and ensure resident satisfaction throughout the construction phase.

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
CERTIFIED General Cons truc tion Inspec tor, Traffic Signal Inspec tor, ADA Curb Ramp Inspector | CERTIFIED Nuclear Gauge | ACI CERT IFIED: Field Technician Level I Aggregate Testing Lab Technician Level I Trenching & Excavation Awareness | OSHA CERT IFIED 40- Hour Haz woper | 10-Hour Safet y Training | Confined Space Safet y in Cons truc tion CALTRANS CERT IFIED 125: Sampling Highway Materials/Products. | 216 & 231: Relative Compaction, Soils & Aggregates (Nuclear). | 504: Air Content, Freshly Mixed Concrete, & Pressure. | 518: Density of Fresh Concrete. | 523 & 524: Method of Test for Flexural Strength of Concrete & Rapid Set Concrete. | 533: Ball Penetration in Fresh Portland Cement Concrete. | 539: Sampling Freshly Fixed Concrete. | 540: PCC Cylinder Fabrication. | 552: Method of Test for Relative Compaction of Polymer Concrete w/ Nuclear Gages. | 556 & 557: Slump & Temperature of Freshly Mixed Cement Concrete. | GENERAL EDUCAT ION, BUS INESS ADMINISTRAT ION/MANAGEMENT Mt. San Jacinto College, Menifee, 2006

BACKGROUND
Ruben Rocha has over 17 years of experience as a construction inspector as both a Lead inspector and Materials Inspector and technician, with work relating to large large rail, civil and structural transportation projects. His experience on this work involved interpreting and implementing construction plans, compliance with local, State and Federal regulations, ensuring the quality and functionality of concrete and earthwork for road and bridge structures, and he has performed inspections for ADA compliance, piers, reinforcing steel, pier caps, coping for MSE wall, abutments and decks. Ruben has supervised site activities to procure quality deliverables, on time and within budget, and he has performed routine inspections for compliance with regulatory agencies (Caltrans, FDOT & ODOT) to ensure structures met project specifications. Ruben has been responsible for coordinating material testing and performing field inspections, and overseeing conformance of construction work and materials to generally accepted engineering practices and principles, contract documents, geotechnical (soils) reports, and construction plans and specifications. Ruben works well with complex information and can establish and maintain a cooperative and effective working relationship with construction management teams, clients, and the public.

EXPERIENCE
route 47 Gerald Desmond Bridge replacement, long beach
Ruben served as construction inspector on the Route 47 Gerald Desmond Bridge Replacement Project for the City of Long Beach. The project purpose was to replace the existing Gerald Desmond Bridge, connecting Route 710 to Terminal Island, in order to provide sufficient roadway capacity to accommodate current and future traffic demand, reduce approach grades, provide a structurally sound and seismically resistant bridge, and provide vertical clearance that would allow for existing container ships and new-generation vessels currently being constructed to pass through the Back Channel. Rubens tasks involved the review of the construction plans, provide oversight of concrete testing that included procurement of cylinders, slump, and air content field tests, maintain daily inspector reports and material quantity records through out the construction stages, monitor the construction schedule over the course of construction, and verify that all deliveries had accurate tickets and were from approved suppliers. Ruben additionally reviewed the accuracy of the reported concrete and asphalt yields, issued notices to the Contractor, recorded time and materials in case of disputed work, lead discussions with local homeowners to resolve their concerns, reviewed SECTION 7: Resumes
| 37
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 plans for sewer systems and expansions, served as a liaison between the municipal client, engineers, and contractors, examined road and utility repairs completed by the contractor and utility company for compliance with the project plans and specifications, and ensured that building plans, materials, safety procedures, and other variables followed Federal, State, and local City codes.
street enhancement project, huntington PARk
Ruben provided Lead Construction Inspector services to the City of Huntington Park on the Street Enhancement Project. The scope of work included construction improvements of damaged, lifted, broken, and raised curbs, gutters, and cross gutters, the removal and replacement of non-compliant ADA pedestrian ramps, adjustment of existing utilities to finish grade, pavement markings and striping and signage, isolated areas of roadway structural section repair, asphalt concrete pavement grinding, and overlay. Ruben coordinated schedules for trade subcontractors to obtain a smooth and adequate workflow. In addition, he conducted ongoing inspections of the work-in-process to ensure that the final product met drawings and specifications. He also reviewed, inspected and approved traffic control systems in accordance with Caltrans and City standards and requirements, and he assisted the Resident Engineer in all aspects of field work for the project including: inspection of construction operations, along with conducting field labor compliance interviews. Ruben provided support with the contract change orders, tracked weekly statements of working days, prepared service contract documents, kept logs for submittals, RFIs, RFCs, and RFQs, review extra work bills submitted by contractors, and more. The project cost was approximately $2.1 million between the periods of October, 2020 to May, 2021.

Hawthorne & PCH Water Main replacement project, torrance Ruben served as the Water Main Construction Lead Inspector on the Hawthorne and PCH Water Main Replacement Project for the City of Torrance. The project had an estimated budget of $1 million and lasted from January to August of 2020. Ruben provided inspections for the replacement of existing potable water mains including valves, fire hydrants, and service connections where he was responsible for ensuring all work activities were within compliance with the plans and specifications of the project. He also provided inspection of traffic control, demolition, trench excavation, pipe laying, sidewalk reconstruction, streetlights, and traffic signal systems. In addition, Ruben coordinated with the Contractors, City of Torrance personnel, utility companies, surveyors, and stakeholders, and he documented all activity in daily logs, maintained photo records, and recorded all relevant data such as material quantities to the City’s Project Manager.
annual water main replacement project, santa monica
On the Annual Water Main Replacement Project, Ruben served as the Construction Inspector to the City of Santa Monica. His task was to ensure that the work was within compliance with the project plans and specifications. The project involved replacing existing water mains, and then grinding and capping the roadway with rubberized hot mix asphalt, while complying with the inspection and services per Caltrans requirements. Ruben additionally wrote daily reports and kept proper documentation. The approximate cost was $6 million between May, 2019 and January 2020. mid-coast trolly project, san diego
Ruben was the Construction Inspector and Material Tester on the City of San Diego’s Mid-Coast Trolly Project. The MidCoast Trolley extended the Blue Line Trolley service from the Santa Fe Depot in Downtown San Diego to the University City community, serving major activity centers such as Old Town, UC San Diego, and Westfield UTC. On this project, Ruben coordinated schedules for trade subcontractors to obtain a smooth and adequate workflow. In addition, he conducted an ongoing inspection of work-in-process to ensure that the final product met drawings and specifications.

Ruben also reviewed, inspected and approved traffic control systems in accordance with Caltrans standards and requirements, and he assist the Resident Engineer in all aspects of field work for the project including: inspection of nonstructural construction operations, change order preparation, etc. The project had an approximate cost of $2.1 billion and ran from February, 2018 to May 2019.
caltrans district 8 on-call for highways 10, 61, 15/91, 60, 138 & 58, riverside Ruben served as the Roadway Construction Inspector on this Caltrans project for the County of Riverside. Ruben provided multiple services for the various Caltrans projects in District 8, including inspections of relative compaction tests, soil and asphalt sampling, the preparation of detailed daily reports, quantity estimates, and reviewing contractor’s invoices.

SECTION 7: Resumes
| 38
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE PAVEMENT

QUALIFICATIONS
CISEC #2075 Certified Inspector | Sediment & Erosion Control | QSP #26670 Qualified SWPPP Practitioner CONFINED SPACE Cal OSHA Construction Safety and Health | Extensive Courses in Mathematics & Public Works | experience in: Capital Improvement Projects, Encroachment Permitting, Job Order Contracts

BACKGROUND
Robert is a highly skilled Public Works inspector with over 30 years of experience. He emphasizes an attention to quality, detail and safety on various types of construction projects. His experience involves supplemental task orders and contract change orders; submittals and RFI’s review and response related to constructability; signatory on Notice to Proceed, Progress Payments, Notice of Completion, ensuring project documentation of inspector daily logs, photographs, concurrence of quantities with contractor for payment, and attending meetings with design engineers, stakeholders, and outside agencies. Robert has been responsible for inspector training related to construction, public relations and safety, and for project constructability peer reviews of PS&E. He is well versed in agency special provision that involve Caltrans Standards & Specifications, Standard Specifications for Public Works Construction (Greenbook), public works agency standards, CA MUTCD and WATCH Manual, Regulatory Permits, and NPDES Requirements, alongside document control. Robert also incorporates his skills and knowledge in managing public relations, and he is effective with adept communication toward project stakeholders. He has worked on projects involving road and arterial maintenance and rehabilitation, flood control and bridge repair, grind and overlay, slurry seal, traffic signal upgraids, PCC removal, ADA access ramps replacement, curb, gutter and sidewalk.

EXPERIENCE
santiago canyon roadway improvements, LAKE FORESt
On the Santiago Canyon Roadway Improvements Project for the City of Lake Forest, Robert served as Construction Inspector in charge of the cold milling and asphalt concrete overlay of Santiago Canyon Road (5 miles) including striping/stenciling, traffic control, and over side drains. Coordination with the City of Lake Forest. The project included remedial repair of deteriorated pavement sections. Robert was responsible for all project documentation including Inspection daily logs, weekly statement of working days, project photographs (before, during and post construction), submittal/RFI review and response, and backup for payments. Robert ensured that all NPDES requirements were met, including adherence to the project SWPPP and all necessary BMPs, and to ensure that all material testing met the specifications of the project. ortega highway bridge widening, san juan capistrano
Robert was the Principal Construction Inspector for the City of San Juan Capistrano on this $22 million dollar Bridge Widening Project. Robert was in charge of the construction of the widening of Ortega Highway from Antonio Parkway to the start of the City of San Juan Capistrano’s right-of-way. The project included the widening of the existing bridge, sewer relocation, bridge concrete barriers and metal beam guard rails. The project also involved various traffic signal improvements, including traffic loops, asphalt concrete pavement and sewer construction, curb and gutter, curb ramps, and traffic control. Coordination with stakeholders involved Caltrans, the City of San Juan Capistrano and the City of Rancho Mission Viejo. Caltrans contributed $10 million towards the project and provided METS inspection. The work was performed under a Double Caltrans Permit as the work was within Caltrans right-of-way.

OC Planning in conjunction with RMV retained the services of LAN Engineering (later AECOM) to run the day-toROADWAY ROBERT C. VALLE
ConstructION INSPECTOR
fields of expertise:

E
30 xperience DRAINAGE
Years of
SECTION 7: Resumes
| 39
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 day project management which included County inspection and supervision. Ensuring that all NPDES requirements adhered to SWPPP Risk Level 1 and all necessary BMPs had to be met, along with water diversion. Weekly meetings were held with the contractor and stakeholders (Caltrans, City of San Juan Capistrano, and Utility Companies) to review the critical path schedule and 3-look ahead schedule, submittals, RFIs, progress payments and potential contract change orders.

Irvine Regional Park Concrete and Pavement Overlay Improvement Project, irvine
Robert was the Construction Inspector for the construction of the Irvine Regional Park Concrete and Pavement Overlay Improvement Project. The project required the remedial repair of deteriorated asphalt concrete pavement sections utilizing Hot Mix Asphalt and Slurry Seal including, crack seal, R&R of curb ramps for ADA compliance, traffic control, phasing, wheel stops and striping/stenciling. Coordination with the Parks Rangers and Park Vendors was required for the phasing to minimize inconveniences to the public park users. Proper BMPs were utilized in order to ensure NPDES compliance. Safety plans were also implemented regarding work adjacent to park users. Robert ensured that all compaction of subgrade, aggregate base, and asphalt concrete met the relative compaction minimum percentage requirements.
glassell avenue street/bridge widening project, ANAHEIM Robert was the Construction Inspector for the Glassell Avenue Street/Bridge Widening Project. The project required adding one lane in each direction over the Santa Ana River Channel, including bike lanes, sidewalk, asphalt paving, striping/stenciling, and bridge lighting. Coordination with the Cities of Anaheim and Orange, Orange County Water District, and the Army CORPS of Engineers was required. All NPDES required adherence to the project SWPPP and all necessary BMPs. Robert ensured project Inspection daily logs, weekly statement of working days, project photographs (before, during and post construction), submittal/RFI review and response, and backup for payments were propoerly documented and delivered accordingly, and that all material testing met project specifications.

Fairhaven Avenue Storm Drain replacement project, TUSTIN As the Construction Inspector for the City of Tustin on the Fairhaven Avenue Storm Drain Replacement Project, Robert was in charge of the construction of a new 48-inch RCP storm drain that included laterals, catch basins, inlet structures, junction structures, manholes, utility readjustments, cold mill, asphalt concrete paving, striping/ stenciling, traffic control and detours. Work included trench compaction and trench paving, grind and overlay of entire road limits, striping/stenciling, manhole construction, driveway approaches, curb and gutter and cross gutters. The project also called for all SWPPP’s to adhere to all necessary NPDE and BMP requirements. Robert was responsible for all project documentation including Inspection daily logs, weekly statement of working days, project photographs (before, during and post construction), submittal/RFI review and response, backup for payments, and that all material testing met project specifications.

Browning Ave Sidewalk Gap Closure, TUSTIN
Robert was the Construction Inspector in charge of the construction of a new meandering 700-foot sidewalk within the unincorporated County area of North Tustin on the Browning Avenue Sidewalk Gap Closure Project.

Work consisted of unclassified excavation, grading, placing forms for sidewalk, concrete sidewalk, ADA compliant curb ramps, and traffic control. Robert ensured that all NPDES requirements adhered to the project SWPPP and all necessary BMPs. Robert was responsible for all project documentation including Inspection daily logs, weekly statement of working days, project photographs (before, during and post construction), submittal/RFI review and response, and backup for payments. Robert made sure that all material testing met project specifications.

Crown Valley pkwy. Asphalt Overlay & arterial street improvements, mission viejo
Robert was the Construction Manager for the Crown Valley Parkway Asphalt Averlay and Arterial Street Improvements Project for the City of Mission Viejo. The work required on this major arterial highway required remedial repair of deteriorated pavement sections, curb & gutter, sidewalks, curb ramps for ADA compliance, traffic control (arterial), detour plans, NPDES compliance, utility adjustments of manholes and valves, and striping and stenciling.

Robert lead the coordination with local schools, City of Mission Viejo and Ladera Civic Committee for phasing of the work to minimize inconvenience to the public residents. A portion of the work was within the City’s right of way, requiring City permits. Robert established that all compaction of subgrade, aggregate base, and asphalt concrete met the relative compaction minimum percentage requirements.

SECTION 7: Resumes
| 40
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE WATER DRAINAGE

QUALIFICATIONS
PUBLIC WORKS PLAN INTERPRETAT ION & EST IMAT ING Citrus College | regulations & codes County of Orange, County of Los Angeles & Multiple Cities & Municipalities

BACKGROUND
Mark Luera is a public works inspector with over 16 years of experience involving a variety of public works projects.

His education at Citrus College involved coursework on Public Works Plan Interpretation and Estimations which entailed plans and estimate time interpretation alongside public works material, labor and equipment standards and requirements. He is thoroughly familiar with County of Orange Public Works regulations, codes and process.

His experience also includes working for the County of Los Angeles and City of Manhattan Beach as an Inspector, delivering exceptional multi-tasking capabilities with effective time management techniques. His responsibilities involved inspection of roadway, catch basin and storm drain reconstruction and repair, verifying conformity to plans and specifications, retrieving samples, compiling and reviewing materials, labor records, preparing test specimens and assisting and conducting field tests. Mark additional handled the inspection of concrete and asphalt installation, responded to contractor submittals, schedules, and requests, and verified compliance of pollution measures for the interest of public safety. Mark concurrently worked in the field permit offices, issuing permits for encroachments within the County right-of-way, where he interacted with the public, developing public outreach experience by answering questions and resolving complaints and providing input for local and public agencies. In demonstrating strong communication skills and ability to establish a rapport with the public, Mark has been commended for his positive relationship with constituents.

EXPERIENCE
cowan heights pcc & ac remedial repair project, orange public works Mark served as Construction Inspector to the County of Orange on the Cowan Heights PCC and AC Remedial Repair Project. Project site work was located within a number of Orange County streets, including Brighton Drive, Cowan Heights Drive, Highcliff Drive, Huntsman Road, Kimberwick Drive, La Sierra Place, Overhill Drive, Rangeview Drive, Saddlery Road, and Sirrine Drive. Mark’s inspection services focused on road maintenance project work being performed under The County of Orange Construction’s Job Order Contract. The scope of work for the project included removing existing striping and pavement markings, grinding operations, placement of base materials, asphalt concrete placement, fabrication of structural steel, erection of falsework, placement of concrete, application of a “slurry seal” and re-establishing pavement markings and related work, forms and documentation. ocean view channel rehabilitation, orange public works
Mark served as Construction Inspector to the County of Orange Public Works Department on The Ocean View Channel Rehabilitation Project. The project required the construction of a 2,200 foot reinforced concrete trapezoidal channel that lined the existing earthen channel. Key tasks that Mark was involved with included inspecting the channel to establish horizontal and vertical control, calculating earthwork quantities for use in conducting earthwork operations and dewatering operations, the installation of steel rebar, the placing of concrete along the walls and invert of the channel, the paving of the access road, the mobilization and demobilization of operations and site preparations. The project was completed on time, within budget, and with acceptable quality control while adhering to all engineer’s safety requirements.

ROADWAY

MARK LUERA
ConstructION INSPECTOR
fields of expertise:

Experience
Years
16 of
SECTION 7: Resumes
| 41
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 liberty village neighborhood & marine avenue pavement rehabilitation, manhattan beach
Mark served as Construction Inspector for the City of Manhattan Beach for the rehabilitation of approximately 20,600 feet of pavement on the Liberty Village Neighborhood and Marine Avenue Pavement Rehabilitation Project. Mark’s inspection work consisted of verifying the cold milling of existing pavement and overlay with rubberized asphalt, AC paving, traffic striping and markings, and traffic loop replacement. In addition, the project involved concrete repair, which including sixty (60) ADA access ramp installations within the Liberty Village and twenty-one (21) along Marine Avenue which also required curb repairs, sidewalk and cross gutter replacements. 2020-21 RESURFACING PROJECT , AVEN IDA BARBOSA & BUENA VISTA ST. FROM AVEN IDA BARBOSA TO CITY LIMITS - P-1026, irwindale
Mark served as the Construction Inspector for the City of Irwindale on this grind and overlay project with project limits located at Avenida Barbosa (between Buena Vista Street and Arrow Highway) and Buena Vista (from Avenida Barbosa to the City Limits around Village Road). Construction entails separate bid schedules for the work on Buena Vista Street and Avenida Barbosa (2” grind and overlay with associated striping) as well as an alternate bid for an additional 1” grind and overlay on the Avenida Barbosa project limits. This project had a construction cost of $600,000.

LA SEDA PAVEMENT SLURRY SEAL AND SCRUB PROJECT - PHASES I & II, los angeles public works On the La Seda Pavement, Slurry and Scrub Project, Mark served as Construction Inspector for the County of Los Angeles Public Works Department. The primary objective of this project was to preserve 5 miles of residential roads, located at the South San Jose Hills community, bounded by Giano Avenue, City of West Covina, La Seda Road, and Valley Boulevard. The project was constructed in two phases. Phase 1 included pavement, sidewalk and crosswalk, rehabilitation and repair on all concrete related works including the preparation and installation of missing sidewalks.

Phase 2 included pavement preservation treatments. Additional project work requirements included cost estimating, Document Preparation, ADA curb ramp repair, signing and striping. lotus avenue pavement preservation, los angeles public works Mark served as Construction Inspector for the County of Los Angeles Public Works Department on the Lotus Avenue Pavement Preservation Project. The goal of the project was to preserve 8.9 miles of residential roads located in the community of East Pasadena bounded by Del Mar Boulevard, Rosemead Boulevard, Huntington Drive, and the Cities of San Marino and Pasadena. The scope included pavement prep-work, parkway improvements, concrete panels along roadways and driveway approaches, and curb ramps upgrades. The proposed construction work involved micro-milling to improve road ride-ability, scrub seal to seal existing cracks, and slurry seal to preserve the pavement and provide a smoother, more finished driving surface. Mark provided project cost estimations, document preparation including environmental study documents, and preliminary design.

PELLISER VILLAGE CONCRETE RESTORATION, los angeles public works Mark served as Construction Inspector for the County of Los Angeles Public Works Department on the Pelliser Village Concrete Restoration Project, located at Banducci Road, from Stallion Springs Drive to Pelliser Road. Mark was responsible with overseeing project cost estimations, pavement and striping installation, rehabilitation, repair and improvement, and document preparation. This safety and complete street component project consisted, in general, of paving approximately 1.3 miles of roadway shoulders. The goal of the project was to help alleviate the PM-10 problem in the area, create added safety for motorists and avoid potential accident-risk situations by providing a paved surface that would allow for easier vehicle handling, while also providing additional driving correction roadway and reduce “run off the road” type of accidents.

West Puente Valley Fairgrove Avenue Pavement Restoration, los angeles public works
Mark provided Construction Inspection services on the West Puente Valley Fairgrove Avenue Pavement Restoration Project, located at the West Puente Valley community bounded by the City of La Puente, Sunset Avenue, Fairgrove Avenue and Willow Avenue. The goal of the project was to preserve 6 miles of residential roads and included sidewalk, crosswalk and landscape safety rehabilitation and repair, pavement rehabilitation, new ADA curb ramp installation, pavement prep-work and preservation, parkway improvements, curb ramps upgrades, and traffic signal, lighting and signage rehabilitation and repair. The proposed work included micro-milling to improve road ride-ability, scrub seal to seal cracks, and slurry seal to preserve the pavement and provide a smoother, more finished driving surface.

SECTION 7: Resumes
| 42
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 ron ostendorf
construction inspector
29 Years of
Experience
fields of expertise:

WIDENING WATER SEWER DRAINAGE ROADWAY

QUALIFICATIONS
Construction Management & Codes coursework, Saddleback College | Radiation Safety Officer, Nuclear Gauges Certificate Nuclear Density & Moisture Operation | Caltrans Certificate Proficiency, 125 Sample Hwy. Materials 231 Compaction of Soils Aggregates

BACKGROUND
Ron is a Geotechnical Inspector with 29 years of experience in the public and commercial sectors. Ron worked for 26 years as a Construction Inspector for multiple geotechnical firms. His typical duties have included providing daily construction reports, documenting labor and equipment on-site each day and hours worked, observation and testing of fill placement, measuring, calculating, and recording all construction quantities, as well as taking work and site photos. Ron’s experience includes a plethora of projects, and he advocates safety and quality at the jobsite. His accuracy and efficiency in the field ensure a successful project. Ron will always advocate tirelessly on behalf of the city’s interests, stressing efficiency and proper time management throughout the work.

EXPERIENCE
Citywide Residential Street Rehabilitation Project, PLACENTIA Ron served as a Senior Soil Technician overseeing soil testing builders at developments in Ladera Ranch, Coto de Caza, and Rancho Santa Margarita. His responsibilities included directing teams of up 20 Field Technicians, training new hires on the use of san cone equipment and soil classifications, assisting with hillside grading, utility backfill, and footing excavations. Ron also put together final Geotechnical Reports for management review, and maintained company vehicles and nuclear gauges.

Grand Avenue Beautification Project - Federal Project HPLUL-5455 (016), DIAMOND BAR Ron served as Construction Inspector for the City of Diamond Bar for the Grand Avenue Beautification Project.

The project consisted of traffic signal equipment replacement, landscape and irrigation improvements, decorative crosswalks, and asphalt pavement rehabilitation of Grand Avenue at Diamond Bar Boulevard and Grand Avenue at Longview Drive. New decorative traffic signal poles and mast arms were installed within in the existing right-of-way.

Several signal foundations required removal and, due to utility locations, the placement of temporary signal equipment to place a new foundation in the same location. Two of the signal foundations required re-design and engineering calculations due to utility conflicts. A decorative City monument sign was installed east of the Longview Drive city limit, and decorative pre-cast concrete posts and wood rails were installed along the sidewalks and median islands.

This was tied together with irrigation, landscaping, tree wells with tree grates including in-ground up-lighting for the parkway trees, and median landscaping with decorative rocks set in a concrete bed. Work also included the installation of decorative sidewalks and ADA ramps with colored concrete and decorative pavers at each intersection. Due to the traffic volume on Grand Avenue, this work was scheduled and coordinated in two phases: inside and outside lanes over two weekends. The removals began on Friday evening, concrete was formed and poured on Saturday, pavers were installed on Sunday, and full traffic operations were restored for the Monday morning peak traffic. The work was completed on time.

SECTION 7: Resumes
| 43
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 RESIDENTIAL AREA 7 & ARTERIAL ZONE 5 ROAD MAINTENANCE, DIAMOND BAR Ron was the inspector on the Area 7 and Arterial Zone 5 Road Maintenance Project for the City of Diamond Bar. The limits of this project included a total of 19.5 centerline miles of residential, collector and arterial streets within the city.

The scope of work included rehabilitation of the roadway using primarily slurry seal and chip seal methods. In areas of extreme degradation, an asphalt overlay or full width grind and replacement was recommended depending on funding availability. In order to provide an accurate design, a field walk was coordinated to note any necessary localized AC removal and replacement patches, damaged curb & gutter, and non-ADA compliant sidewalks. This full breadth field survey also included the correlation of field work items through photographs and tables in order to ensure that the full scope of work was identified. The best rehabilitation method was recommended to the City, based on existing field conditions and the allotted project budget.

Telegraph Road Median Improvements & Rehabilitation, PICO RIVERa Ron provided inspection Services to the City of Pico Rivera on the Telegraph Road Landscape Median Improvements Project. The project limits were on Telegraph Road, between Rosemead Boulevard and Passons Boulevard and on Rosemead Boulevard between Telegraph Road and Vista Del Rosa. This high profile project was funded by the Federal Highway Safety Improvement Program (HSIP) and Proposition C. A portion of the project limits were in the City of Downey, and multi-agency coordination was essential to the success of the project. Telegraph Road is a major residential and commercial thoroughfare running east-west. The roadway rehabilitation comprised of reconstruction of heavily deteriorated areas, including the Telegraph Road and Lindell Avenue intersection. The work also included a

2.5” grind and ARHM overlay. The project also called for curb and gutter, sidewalk, curb ramps, and landscape median improvements. The landscape component entailed fine grading, automatic irrigation installation, constructing a moisture barrier, and placement of over 16,000 tons of mulch, nearly 2,000 shrubs, 85 trees, and 50 brown trunk palms.

This project was hailed as a landmark project for the City, and a ribbon cutting ceremony was held to celebrate the completion of work.

Citywide Residential Street Rehabilitation Project, placentia Ron provided inspection services to the City of Placentia for the Citywide Residential Street Rehabilitation Project.

The project was funded by a variety of sources including Gas Tax, Proposition 1B, Measure M1, and Measure M2.

The analysis included 75 miles of roadway and the actual design spanned 35 miles. The scope of work entailed rehabilitating the roadway using primarily Type II slurry seal, chip seal, and portions of full R&R. The final design included rehabilitating 41% of the City’s residential roadways, including 109 new ADA compliant curb ramps, 5,445 tons of slurry, 105,050 SY of chip seal, grind and overlay with 35,000 tons of AC paving, adjusting 209 manholes and 369 water valves, and 2,363 LF of curb and gutter. OE reviewed the City’s 2011 Pavement Management Report, and completed a reconnaissance field survey to better understand the existing pavement conditions. The field survey included walking each proposed roadway to make recommendations for necessary localized AC R&R patches, and to identify damaged curb & gutter and uplifted, or non-ADA compliant sidewalks. The project also required providing a location matrix with photographs for each recommended repair, along with the estimated budget allocation for each location and work item.

Atlantic Avenue & Firestone BOULEVARD Intersection Improvements, SOUTH GATe Ron provided inspection services for the City of South Gate on this $6 million project. The project limits were on two arterial streets: Atlantic Avenue from Firestone Boulevard to Patata St. (~1,300 LF) and Firestone Boulevard, from Dorothy Avenue to Atlantic Ave. (~2,200 LF). The project involved the widening and realignment of the intersection to increase the number of thru, left turn lanes, the length of turn pockets, and right turn lanes. In addition to the widening, the scope entailed a concrete approach to the intersection; concrete intersection; grind and ARHM overlay; four legs of the intersection; 50,000 SF of sidewalk, 1,850 LF of curb and gutter, 2,100 LF of DIP waterline and 2,840 LF of recycled waterline, and 4,656 LF of median island curb with decorative landscaping and a city monument sign. This project was funded with Measure R, MTA and other state funding sources, and required the preparation of an award package and the continued upkeep of project files, invoices, reports and submittals in accordance with Caltrans’ LAPM.

Rosini & Rosewood Rehabilitation Project - Phase II, COMMERCE Ron was the construction inspector for the City of Commerce on Phase II of this politically-sensitive residential reconstruction project. The $1.4 million project spanned 6,960 LF of reconstruction, utilizing Full Depth Reclamation (FDR). The scope included excavating 14 inches of roadway, treating a 10-inch section of base with cement, adjusting 33 manholes and 19 valve lids, installing loops, and traffic striping. Furthermore, the project entailed conducting a pavement investigation, including a traffic count analysis, and review of curb, gutter and sidewalk to design an enduring solution. The plans included a full plan and profile and signing and striping plans for all roadways.

SECTION 7: Resumes
| 44
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP PARK WATER DRAINAGE

QUALIFICATIONS
CALTRANS certified CTM-375: AC Pavement In-Place Density | CTM-201: Sample Preparation | CTM539: Concrete Sampling | CTM-533: Ball Penetration | coursework Public Works Inspector & Business Administration and Computer Technology

BACKGROUND
Tim is a Public Works Inspector with 32 years of experience working almost exclusively as a Public Works Inspector for a variety of cities including the cities of Anaheim, La Quinta, Murrieta, Mission Viejo, Fremont, and Hawthorne.

Tim’s experience includes projects of all sizes. His accuracy and efficiency in the field ensures a successful and welldocumented project, from construction through closeout. Tim’s work will always include making sure that the jobsite is safe and that the contractor is efficient with his time. He has worked on community facilities, and roadway projects including traffic signal, storm drain, sewer and water projects. His experience and familiarity with Caltrans makes him a valuable addition to any Public Works Inspection team.

EXPERIENCE
INGLEWOOD AVENUE & FLAGLER LANE RESURFACING, REDONDO BEACh Tim provided Construction Inspection services to the City of Redondo Beach on the Inglewood Avenue and Flagler Lane Resurfacing Projects. The project limits are on Inglewood Avenue between Grant Avenue and 190th Street (3,800 linear feet) and on Flagler Lane from 190th Street to Beryl Street (1,060 linear feet) adjacent to the Dominguez Park and Redondo Beach Dog Park. The project includes asphalt and concrete removals, street resurfacing, driveway and alley approaches, cross gutter and spandrel construction, ADA curb ramp construction, utility adjustment, cross gutter replacement, slot paving, signing and striping, tree removal and installation, seal coating, traffic loop detector installation, and other items per plans and specifications. elm street resurfacing & waterline replacement, brea
Tim was a Senior Inspector for the City of Brea. The project’s roadway improvements spanned 4,100 LF and included a 2-inch cold mill, 2.75-inch Type III-B2 base course, and a 2-inch ARHM overlay. The scope also included widening the street to accommodate 5-foot sidewalks, replacing access ramps to meet ADA standards, installing 2 new crossgutters, repairing 2 additional cross-gutters, and replacing several homeowner driveways. Furthermore, the waterline improvements included abandoning a 6-inch main, connecting 7 side-street water lines to the existing 12-inch water main on Elm Street, installing 42 water valves ranging in size from 8-inch to 12-inch, connecting 62 existing water services to the 12-inch main, and installing 12 new fire hydrant assemblies. This project required heavy traffic control and coordination with residents.

Street Improvements at Various Locations (CIP 186 & 190), hermosa beach Tim provided Construction Inspection services for Street Improvements at Various Locations through out the City of Hermosa Beach. The purpose of the project was to restore the surface integrity of the streets, improve the ride quality and safety, as well as mitigate any potential hazards by means of pavement resurfacing. The project included 5,135 feet of full depth street repairs, 3,186 tons of grind and overlay rehabilitation, and 38 ADA Ramp upgrades, along with various sidewalk repairs. OE also provided the City with community coordination by means of establishing public accessable online web maps to inform and update the public on the project, as well a the distribution of public notifications.

ROADWAY
tim Stanley
ConstructION INSPECTOR
fields of expertise:

Experience
Ye
32ars of
SECTION 7: Resumes
| 45
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Cycle 1 Water Main Infrastructure Improvement Project, MANHATTAN beach Tim provided Construction Inspection services to the City of Manhattan Beach on the Cycle 1 Water Infrastructure Improvement Project that included the excavation and installation of over 3200 linear feet of 6-inch and 8-inch Ductile Iron Pipe, water valves, curb to curb pavement rehabilitation, ADA compliant curb ramp replacements, all appurtenant work, and 19 valves at the following 6 locations in the City, with all but Manhattan Beach Blvd. requiring street resurfacing for the entire width of the roadway: 12th Street, from Meadows Avenue to Peck Avenue; 23rd Street, from Redondo Avenue to Herrin Avenue; Manhattan Beach Boulevard, from Pacific Avenue to Sepulveda Boulevard; 17th Street, from Meadows Avenue to Rowell Avenue; 22nd Street, from Redondo Avenue to Herrin Avenue; and Herrin Avenue, from 22nd Street to 23rd Street. The project presented unique challenges in coordinating traffic control, work hours, and minimizing the impact to Meadows Elementary School. Portions with deficient fire flow capacity were selected based on pipe size and locations containing severe operations and maintenance issues in order to resolve fire flow and residual pressure, and to minimize potential for negative impacts to public health, the environment, and the number of residents impacted by main breaks, and allowing for more isolated main shutdown during emergency repairs. This project had a 220 working day schedule. merced avenue linear park project (CIP 003), EL MONTE
Tim provided Construction Inspection services to the City of El Monte on the Merced Avenue Linear Park Project, CIP 003, located on Merced Avenue between Garvey Avenue and Towneway Drive. The improvements consisted of constructing a 1.1-acre linear park within the existing roadway to provide traffic calming through lane reduction, tree planting, seating, picnic areas, play and fitness equipment, sidewalk, planting areas, protective fencing, solar lighting, trash receptacles, bike racks, stormwater retention areas, and all other work as indicated in the construction documents. Replacement of existing 6” and 8” water mainline along the east side of Merced Avenue was also included as part of this project. Additionally, OE provided public outreach support on the project. The Project was funded through the Clean California Grant Funds and Local Funds.

INGLEWOOD AVENUE & FLAGLER LANE RESURFACING, REDONDO BEACh Tim provided Construction Inspection services to the City of Redondo Beach on the Inglewood Avenue and Flagler Lane Resurfacing Projects. The project limits are on Inglewood Avenue between Grant Avenue and 190th Street (3,800 linear feet) and on Flagler Lane from 190th Street to Beryl Street (1,060 linear feet) adjacent to the Dominguez Park and Redondo Beach Dog Park. The project includes asphalt and concrete removals, street resurfacing, driveway and alley approaches, cross gutter and spandrel construction, ADA curb ramp construction, utility adjustment, cross gutter replacement, slot paving, signing and striping, tree removal and installation, seal coating, traffic loop detector installation, and other items per plans and specifications. elm street resurfacing & waterline replacement, brea
Tim was a Senior Inspector for the City of Brea. The project’s roadway improvements spanned 4,100 LF and included a 2-inch cold mill, 2.75-inch Type III-B2 base course, and a 2-inch ARHM overlay. The scope also included widening the street to accommodate 5-foot sidewalks, replacing access ramps to meet ADA standards, installing 2 new crossgutters, repairing 2 additional cross-gutters, and replacing several homeowner driveways. Furthermore, the waterline improvements included abandoning a 6-inch main, connecting 7 side-street water lines to the existing 12-inch water main on Elm Street, installing 42 water valves ranging in size from 8-inch to 12-inch, connecting 62 existing water services to the 12-inch main, and installing 12 new fire hydrant assemblies. This project required heavy traffic control and coordination with residents.

ARROW HIGHWAY & LONE HILL AVENUE IMPROVEMENT , SAN DIMAS Tim was the inspector on the City of San Dimas’ Arrow Highway & Lone Hill Avenue Improvement project. The project limits included the Arrow Highway and Lone Hill Avenue intersection, Lone Hill Avenue from 500 feet north of Arrow Highway to Cienega Avenue, and Gladstone Street from Monte Vista Avenue to San Dimas Avenue. The scope of work included 2,364 CY of excavation, removing 1,268 LF of concrete curb and gutter, 6,229 SF of concrete sidewalk, and 965 LF of curb, constructing river rock cobble paving in the medians on Arrow Highway, installing 7,299 tons of asphalt concrete pavement, constructing Class II aggregate base, and cement-treated base. Furthermore, the project entailed 10,332 SF of cold-milling to 2-inch depth of asphalt concrete pavement, constructing 8 inches of PCC curb and gutter, 6 inches of PCC curb and gutter, a commercial driveway, 5-foot-wide PCC sidewalk, and 12 curb ramps. In addition, the work involved adjusting the landscape and irrigation system on the medians, installing traffic signals on Arrow Highway at the Lone Hill intersection, removing 5 trees, installing Asphalt Rubber Hot Mix, installing 31 traffic loops, adjusting water and gas valves and manholes to grade, relocating traffic signal pull boxes, and installing a catch basin.

SECTION 7: Resumes
| 46
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE WATER DRAINAGE

QUALIFICATIONS
AA DEGREE Civil Engineering Technology, LA College | channel inspection Drainage & Flood Control 4 years Supervising Inspector, County of Orange | 23 YEARS Supervising Inspector, County of Orange

BACKGROUND
Carlos is a Construction Inspector with 38 years of experience in public works inspection. Carlos has worked for 23 years as a Senior Construction Inspector and 4 years as a Supervising Construction Inspector for the County of Orange. His knowledge of the Orange County Standards & Construction Specifications Manual is unmatched.

On each project, he was responsible for performing quality assurance inspections to achieve compliance with the contract documents, plans, and specifications on all phases of construction. His inspection work experience extends to roadway and heavy drainage, paving, structures, grading, sewer, water, electrical and sign installation, and landscaping items - many projects which have required extensive utility relocation coordination. Carlos brings the knowledge and experience to make on-site decisions and to coordinate effectively with the Resident Engineer to ensure that any project is a success.

EXPERIENCE
Lincoln blvd. Repaving Project - federal grant, santa monica On the Santiago Canyon Roadway Improvements Project for the City of Lake Forest, Robert served as Construction Inspector in charge of the cold milling and asphalt concrete overlay of Santiago Canyon Road (5 miles) including striping/stenciling, traffic control, and over side drains. Coordination with the City of Lake Forest. The project included remedial repair of deteriorated pavement sections. Robert was responsible for all project documentation including Inspection daily logs, weekly statement of working days, project photographs (before, during and post construction), submittal/RFI review and response, and backup for payments. Robert ensured that all NPDES requirements were met, including adherence to the project SWPPP and all necessary BMPs, and to ensure that all material testing met the specifications of the project.

Palos Verdes Boulevard Rehabilitation, I-121, TORRANCE
Carlos provided inspection services to the City of Torrance on the Palos Verdes Boulevard Rehabilitation Project. The scope of work included rehabilitating Palos Verdes Boulevard between Pacific Coast Highway (PCH) to the City of Torrance southern city limits. The roadway rehabilitation included variable depth cold-milling and overlay, and fulldepth repairs on severely deteriorated areas. The project also included concrete improvements to curb, gutter, sidewalks, driveway aprons, cross-gutters, traffic signal upgrades, and new Class 2 bike lanes. Furthermore, the scope of work entailed repairing and lining a sewer pipe, catch basin modifications, landscaping, irrigation, cobblestone hardscape, ADA ramps, and traffic striping.

Wildcat Way Rehabilitation Project, BREA
Carlos provided inspection services on the Wildcat Way Rehabilitation Project in the City of Brea. The project limits are on Wildcat Way from Lambert Road to the Brea-Olinda High School driveway. The scope of work entailed removing and reconstructing curb ramps, installing three 8 ft. truncated domes on the existing curb ramp, installing a 4 ft. truncated dome on the existing curb ramp, 31,500 SF of variable depth from 0” to 2”, and 1,800 tons of rubberized asphalt overlay.

Furthermore, the project required removing and constructing 750 SF of sidewalk, furnishing and adjusting 11 water gate valves, adjusting 11 manhole frames and covers, traffic striping, and traffic control.

ROADWAY

CARLOS LOPEZ
ConstructION INSPECTOR
fields of expertise:

Experience
Ye
38ars of
SECTION 7: Resumes
| 47
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Harbor Boulevard & Adams Avenue Improvement Project, COSTA MESa Carlos was the Construction Inspector for the City of Costa Mesa on the Harbor Boulevard & Adams Avenue project and was funded by Measure 2, State-Local Partnership Program, and Traffic Impact Fee funds. The project required adding a third dedicated left-turn lane eastbound on Adams Avenue, a second dedicated right-turn southbound on Harbor Boulevard, and lastly, extending the northbound left-turn lane on Harbor Boulevard. It consisted of major widening along the southerly side of Adams Avenue near the intersection. The project also included decorative crosswalks at the Harbor Boulevard—Adams Avenue intersection, traffic signal modifications, median alterations, landscaping, and a general grind and overlay of the roadway. Harbor Blvd. & Adams Avenue are two heavily used arterial roads that provide access to multiple businesses and shopping centers, and access to the Orange Coast College, as a result of the construction heavy traffic control was required. This project was identified in a Memorandum of Understanding (MOU) executed by OCTA, Costa Mesa, Fountain Valley, and Huntington Beach for the Garfield Avenue—Gisler Avenue Bridge over the Santa Ana River.

Atlantic BOULEVARD & Firestone AVENUE Rehabilitation Project, SOUTH GATe Carlos was an Inspector on this project for the City of South Gate. The project limits were on two arterial streets:

Atlantic Avenue from Firestone Boulevard to Patata St. (~1,300 LF) and Firestone Boulevard, from Dorothy Avenue to Atlantic Ave. (~2,200 LF). The project involved the widening and realignment of the intersection to increase the number of thru, left turn lanes, the length of turn pockets, and right turn lanes. In addition to the widening, the scope entailed a concrete approach to the intersection; concrete intersection; grind and ARHM overlay; four legs of the intersection; 50,000 SF of sidewalk, 1,850 LF of curb and gutter, 2,100 LF of DIP waterline and 2,840 LF of recycled waterline, and 4,656 LF of median island curb with decorative landscaping and a city monument sign. This project was funded with Measure R, MTA and other state funding sources, and required the preparation of an award package and the continued upkeep of project files, invoices, reports and submittals in accordance with Caltrans’ LAPM.

Tustin avenue & Bridge Widening at Handy Creek, ORANGE
Carlos served as the Construction Inspector on this street and bridge widening project. The project entailed widening Tustin Ave. from Orangethorpe Ave. to 2,000’ south and widening the bridge at Handy Creek. Construction included curb and gutter, sidewalk, ADA ramps, bridge piles, abutment extensions, vertical wall reinforced concrete channel at bridge undercrossing, AC bridge approach to BNSF railroad crossing. Carlos performed all duties of inspector, including earthwork, line and grade for street improvements, driving of piles to specified bearing and tip elevation, forms, reinforcing steel bar, concrete placement for bridge structures, relocation of OCSD sewer main, coordination with OCSD Inspection, BNSF for work adjacent to tracks including obtaining BNSF safety card as required, measuring, calculating quantities for progress payments, work site photos for project records, provided Contract Change Order drafts to Resident Engineer for submittal. Carlos coordinated utility relocations to keep the project on schedule.

In addition to inspecting the utility relocations to ensure permit requirement compliance and proper horizontal and vertical locations, Carlos effectively coordinated meetings with affected utilities, provided management of construction activities, ensured traffic control, and reviewed utility agreements, and utility relocation plans, and identified critical delivery constraints for all utilities. For the drainage work on this project, Carlos reviewed the Contractor’s Haul Plan identifying the route for hauling material, traffic control, and ensured compliance with the Specifications and the MUTCD.

Glassel Street Bridge Widening, ORANGE
Carlos served as the Construction Inspector on this bridge widening project on Glassell Street over the Santa Ana River. Construction included phased traffic detours, curb and gutter, sidewalks, steel piles, pile caps, abutment extensions, precast girders, bridge restrainers, decorative retaining walls, AC bridge approaches, bicycle/pedestrian bridge undercrossing, temporary and final relocation of irrigation main and lines. Carlos coordinated utility relocations to keep the project on schedule. He was tasked with coordination of extensive utility relocations. Carlos inspected the utility relocations being performed by each respective utility company to ensure that they met applicable permit requirements and confirmed that the horizontal and vertical location of the utility was in accordance with the requirements of the utility agreement and the construction contract drawings. Carlos performed all duties of inspector, including diversion of river flows, installation of phased traffic detours, earthwork, line and grade for street improvements, driving of piles to specified bearing and tip elevation, forms, reinforcing steel bar, concrete placement for bridge structures, fabrication of concrete strength test specimens, measuring and calculating quantities for progress payments, coordination with OC Water District for river flow diversions, performing a force account analysis resulting in a savings to the County, and preparing Contract Change Order drafts.

SECTION 7: Resumes
| 48
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE WATER DRAINAGE

QUALIFICATIONS
BS Civil Engineering, Instituto Tecnologico Centro Americano, El Salvador

BACKGROUND
Jorge Roque has more than 45 years of experience in overseeing the design and engineering of street and highway improvement projects. As a Public Works Associate, he has managed Capital Improvement Projects for 14 years.

In this time, Jorge supervised inspectors and managed project progress to ensure compliance with project quality assurance procedures. He prepared plans and specification for street and infrastructure improvements according to Public Works Standards. As a Permit Department Manager, Jorge performed work, calculating fees, and establishing permit conditions according to scope of work. Jorge additionally performed plan checking and reviews involving plans for street improvements, water main and sewer improvements, along with grading, calculated checks on grading, infrastructure, and roadway improvements projects.

EXPERIENCE
residential Storm drain & sewer line Installation, MONTebello Jorge served as the construction inspector for the City of Montebello on the Storm Drain and Sewer Line Installation Project. The project involved constructing 5,000 LF of sewer line and manholes along with 4,500 LF of 48” diameter corrugated storm drain pipe, 22 catch basins, and head walls for inlets and outlets with grouted 12” diameter rip rap rocks. This project was a part of a 1,200 residential unit (600 acres) construction effort within the City of Montebello in Montebello Hills, located east of Montebello Boulevard, from Michael Collins to San Gabriel Boulevard. In addition to verifying on-site safety, Jorge also observed and documented all aspects of the construction, including conducting inspections on required trench layout work, material allocation, pipe bedding, pipe laying, shoring, catch basins and pipes inverts that were also closely verified by the Surveyor, to make sure the work was in accordance with the plans and specifications.
montebello boulevard bike lane & sidewalk improvement, MONTebello Jorge served as construction inspector on the Montebello Boulevard Bike Lane and Sidewalk Improvement Project for the City of Montebello. The project limits were approximate 1.3 miles, from Lincoln Avenue to Paramount Boulevard.

Jefferson Avenue to Paramount Boulevard involved street widening which included adding a bike lane that required an excavation of approximately 8,000 cubic yards of dirt and the construction of 750 LF of a 5-ft. high retaining wall along the easterly side at the Costco Way intersection. This also invovled the construction of 2,500 LF of 12-inch diameter C900 PVC for reclaimed water, the construction of 6,000 LF of curb and gutter, 12,000 LF of a new raised median curb, 40, 000 square feet of sidewalk, along with upgrading 25 curb ramps for ADA compliance. A raised median was also installed, with a decorative river-rock dry stream as part of the percolation and storm water infiltration system at 22 locations, 18-in. wide decorative decomposed granite along the perimeter of medians with planting and drip irrigation system. Approximately 150 of 24” box trees were planted, along with 3,700 1-gallon trees and 5,500 SF of ground covers were also planted. Bus shelters were installed at two locations, and a reclaimed water line was constructed from Lincoln Avenue to Jefferson Avenue along with infrastructure, water line, gas line and streetlights relocations due to the street widening. Overall, approximately 500,000 SF of grind and overlay were ground and 10,000 tons of AC were installed. All of the surveying monuments were re-installed and recorded at the Los Angeles County surveying Department after paving.

ROADWAY
jorge rocha
ConstructION INSPECTOR
fields of expertise:

E
45 xperience
Years of
SECTION 7: Resumes
| 49
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 paving the way aram installation & improvement at 60 streets, MONTebello Jorge served as construction inspector for the construction of this ARAM Installation Project for 60 streets in the City of Montebello. The project involved Micro Mill, Skin Patch, Crack Seal, Asphalt Rubber Aggregate Membrane, Hot Mix Asphalt Paving, Utilities Adjustments to new grade, and striping and markings. Jorge’s tasks included inspection following micro milling to determine the areas where skin patch and crack seals were required before the ARAM (Asphalt Rubber Aggregate Membrane) application. After the ARAM, the contractor installed Recycled hot mix asphalt paving. The 60 streets were resurfaced with the design of being maintenance free for 10 to 15 (or more) years. Jorge observed every aspect of construction and documented labor and material allocations.

Washington blvd. Street Improvements-West to East City Limit-phase II, MONTebello
Jorge served as the construction inspector for the construction of this federal contract compliant major arterial roadway improvement and pavement rehabilitation of Washington Boulevard, from the east City limit to the west City limit in the City of Montebello. The project consisted of pavement rehabilitation, new landscaped median islands, a City monument sign, bus pads, ADA improvements, sidewalk and curb and gutter improvements. Also included were roadway safety improvements and signing and striping. A pavement analysis was conducted, along with alternate rehabilitation strategies which included a budget analysis to complete as much of the street improvements as the fixed project budget would allow. Jorge was responsible for Notice-to-Proceed issuance, review of change orders and progress payments, as well as overseeing compliance with the project’s plans and specifications, along with compliance with the City’s requirements and ordinances (hours of work, noise ordinance, etc.). Jorge also oversaw the general performance of the Contractor, provided daily inspection reports and clearly identified the daily activities, work accomplished, number of employees and equipment on the job, and issues and concerns during the project. bluff road improvement project MONTebello
Jorge provided construction inspection services to the City of Montebello on the Bluff Road Improvement Project.

The project limits were from Sycamore Street to Oakwood Street. Jorge inspected compliance with the plans and specifications of the contract, oversaw traffic control, and provided daily log and inspection report entries, including pictures of the project. Jorge also reviewed and reported contractor claims, prepared weekly update reports, reviewed the contractor’s invoices, verified completed work, and approved all quantities. This project included the removal and replacement of broken concrete sidewalk, reconstruction of curb and gutters, an upgrade of 6 curb ramps to comply with ADA requirements, the removal and replacement of 100 LF of metal beam guard railing, dig outs on asphalt cold milling of existing 2-in.-deep asphalt and installing 2 inches of asphalt where approximately 1,100 tons of asphalt were being installed. The project also included the adjustment of utility covers, traffic striping, pavement markings and curb painting.
ellingbrook drive improvement project, MONTebello
Jorge provided construction inspection services to the City of Montebello on the Ellingbrook Drive Improvement Project. The project limits were from Firvale Avenue to the easterly end of the cul de sac. Jorge provided compliance with the plans and specifications of the contract, along with overseeing traffic control, and provided daily log and inspection report entries, including pictures of the project. Jorge also reviewed and reported contractor claims, prepared weekly update reports, reviewed contractor’s invoices, verified completed work, and approved all quantities allocated. This project included the removal and replacement of broken 3,500 SF of sidewalk, removal and replacement of 900 SF of driveways, reconstruction of 220 LF of curb and gutters, upgrading 12 curb ramps to comply with ADA requirements, 84,000 SF of asphalt, cold milling 2-in.-deep asphalt and installing 2 inches of asphalt where approximate 1,250 tons of asphalt were installed. Jorge also oversaw the adjusting of utility covers, traffic striping, pavement markings and curb painting.
maple avenue improvement project, MONTebello
Jorge provided construction inspection services to the City of Montebello on the Maple Avenue Improvement Project.

The project limits were from Washington Boulevard to Mines Avenue along Maple Avenue. This project included the removal and replacement of broken sidewalk, driveways, reconstruction of curb and gutters, upgrading ADA curb ramps to compliance, cross gutters removal and replacement, and asphalt cold milling of 2-inch-deep asphalt and installing 2 inches of asphalt. Jorge provided compliance with plans and specifications of the contract, as well as overseeing traffic control, and he provided daily log and inspection report entries, including pictures of the project.

Jorge also reviewed and reported contractor claims, prepared weekly update reports, reviewed contractor’s invoices, verified completed work, and approved all quantities allocated. Jorge additionally inspected the adjusting of utility covers, traffic striping and markings, pavement markings and curb painting.

SECTION 7: Resumes
| 50
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE WATER SEWER

QUALIFICATIONS
qsp Qualified SWPPP Practitioner | 35 yrs. public works construction The County of Orange as: construction management Santiago Canyon College | 3 yrs. study & computer science California State University, Fullerton, ‘01-’04

BACKGROUND
Jeffrey Eaton is a long-time experienced and motivated construction inspector, having acquired successful employment with many reputable companies. Jeffrey has also recently obtained an AS degree in Construction Management from Santiago Canyon College. Jeffrey has accumulated 35 years of experience in public works construction for the County of Orang alone, with 11+ years of that in serving as a construction inspector for County Capital Improvement Projects, which called for encroachment permits, subdivisions, job order contracts, and Caltrans projects. Jeffrey has recently come out of retirement, having last served as a Senior Construction Inspector with a current certificate for Qualified SWPPP Practitioner (QSP). In his previous experience involving with public works projects, Jeffrey was involved in/responsible for testing and inspecting construction materials, performing geotechnical investigations, and pavement design and rehabilitation.

EXPERIENCE
pavement analysis & investigations, Santa ana
Jeffrey provided construction inspection services and supervised engineering technicians in the process of performing pavement analysis and investigations in the City of Santa Ana. Additional work for Jeffrey included performing the pavement analysis using ground penetrating radar and a falling weight deflectometer, and the design work for overlay thicknesses for the County’s resurfacing projects. Jeffrey also reviewed plans and specifications for The County Public Works Projects in which he wrote geotechnical and materials reports for the County geotechnical engineer, in which involved design work requiring compliance to The County Standard Plans and Greenbook Specifications. Further design work included traffic control plans using the MUTCD, and further geotechnical investigations involved field techniques such as drilling, site reconnaissance, and visual inspection. Lastly, Jeffrey assisted the geotechnical engineer and engineering geologist in inspecting the Seven Oaks Dam periodically, lending a geotechnical engineer point of view.
roadway rehabilitation documentation & draft reporting, Santa ana Jeffrey was tasked with evaluating and analyzing designed road structural sections for rehabilitation, writing Materials Reports for geotechnical projects, subdivisions, and arterial highways, and writing street rehabilitation reports for County and City road projects. This included reports on strategies for rehabilitation, along with mapping removals and replacements, including measuring quantities. Jeffrey was also involved in the design and implementation of various computer applications and drafting boring logs, project exhibits, and maps. right-of-way and property permits inspection, orange
Jeffrey provided construction inspection services on public works construction projects involving work in The County of Orange Right-of-Way and County Property Permits. This included inspecting various permits for homeowners, utility companies, developers, and businesses. Jeffrey also reviewed engineering plans for permit construction, which

ROADWAY
jeffrey eaton, qsp
ConstructION INSPECTOR
fields of expertise:

Experience
Ye
35ars of
SECTION 7: Resumes
| 51
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 required the use of the County’s CPP system. Jeffrey further inspected the subdivision work, which included curb and gutter, sidewalk, paving, storm drain, catch basins, landscaping, grading, and utility installment. Jeffrey also performed grading inspections in subdivision construction for private property projects, which included inspecting mass grading in subdivision, retaining walls, and building foundations, along with reviewing certificates of compliance from engineers and contractors, and reviewing grading plans and geotechnical reports. Jeffrey made sure to perform the daily entries into the department’s APPS system.
oso parkway bridge at sr-241 caltrans project, orange
Jeffrey served as the Lead Construction Inspector on Oso Parkway Bridge at SR 241 Caltrans Project. The project involved the inspection of temporary traffic control, paving, grading, storm drain, traffic signals, striping, post construction BMP’s, temporary BMP’s, a concrete barrier, The Midwest Guardrail System, overhead sign structures, roadside signs, toll road booth structure removal, toll plaza construction (with jointed plane concrete pavement), bridge pile driving, temporary soil nail shoring, bridge abutment, and a bridge approach slab. Jeffrey additionally assisted the structure inspector for a bridge construction inspection. Other tasks Jeffrey performed included writing daily inspection reports, preparing weekly statement of working days, preparing monthly progress payments, and reviewing submittals and RFI’s, along with reviewiing extra work bills, and maintaining a professional working relationship with the Resident Engineer, Structure Inspector, Caltrans Permit Coordinator, Transportation Corridor Agency, Design Engineer, and the general public.

OCPW capital improvement projects, orange
Jeffrey provided construction inspection services on Capital Improvement Projects for County of Orange Public Works (OCPW) on work that included arterial highway construction, storm drain construction, slurry seal, asphalt concrete overlay, landscaping, flood control construction, and structural concrete. Part of Jeffrey’s tasks required the review of plans, special provisions, and estimates for various types of projects, writing contract change orders, preparing progress payments with quantity calculations, reviewing contract submittals and RFI’s, reviewing extra work bills, preparing weekly statement of working days, and producing daily inspection reports. Jeffrey also conducted preconstruction meetings and weekly progress meetings, along with inspecting Job Order Contracting maintenance projects, and performing NPDES compliance inspections on all projects. dana point harbor dredging project, dana point
Jeffrey provided construction inspection services as the Lead inspector on the Dana Point Harbor Dredging Project in the City of Dana Point. The project required inspection work on dredging within Dana Point Harbor, the installation and removal of temporary pipeline from the harbor to Capistrano Beach for sediment deposit, the grading of dredged material at Capistrano Beach and Baby Beach (DPH), coordinating with OC Survey on calculating quantities, and inspecting temporary BMP’s.
trabuco creek project - phase VII, irvine
Jeffrey provided Lead Inspection services on phase VII of the Trabuco Creek Project. The main work detail included steel sheet pile installation (5,000+ LF), bike trail construction, CMU walls, down drain, and a cable fence.

Residential Street Rehabilitation Project, La Habra
Jeffrey provided inspection services on the Residential Street Rehabilitation Project in the City of La Habra. The project consisted of rehabilitating approximately 232,810 linear feet (44 miles) of residential streets, which involved 7 zone segments within the City limits slated for the FY 19-20 Fiscal Year. Following a site assessment, block cracking, alligator cracking, and potholing was observed at various frequencies throughout the segmented areas. The resulting associated sub-tasks for this project required constructing ADA compliant curb ramps, reconstructing damaged curb, gutter and cross-gutters and driveways adjacent to removed curb & gutter, adjusting utility appurtenances, and striping. The construction included cold milling and ARHM overlay. Our team coordinated with the City to ensure that concurrent water main projects located within the same zoning segments as the street rehabilitation program were properly integrated to minimize redundancies in the construction activities.

SECTION 7: Resumes
| 52
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

ADA RAMP BRIDGE WATER SEWER

QUALIFICATIONS
EXPERIENCE: Bannaoun Engineering, Inc.; Chatsworth, California; Uhler Construction, Lake Forest, California; Alliance Street Works, Anaheim, California; Civil-Source (now NV5), Irvine, California; Interwest Group, Huntington Beach, California | bmp certification: Best Management Practices | osha certification: Competent Person & Confined Space

BACKGROUND
Charles “Chuck” Stagner is a long-time experienced construction inspector with over 42 years of experience that also includes his work in serving as a foreman and a superintendent when required. His strong leadership skills as developed through his work history and past experiences has made him accustomed to handling diverse responsibilities and resourcefully implementing his job tasks while on any given project. As part of his experience, Chuck has obtained in-depth knowledge of California State and County Public Works regulations and procedures, including knowledge in the California Manual on Uniform Traffic Control Devices (MUTCD), California Stormwater Pollution Protection Plans (SWPPP) and Occupational Safety and Health Administration (OSHA) guidelines. Chuck has also overseen the everyday activities of public works and private projects, including all aspects of project cost controls, estimating and bidding, scheduling of equipment, and employees and business activities on as high as $1 million dollar pojects. He has the ability to work independently, or as a team player working with individuals at all levels.

Chuck ambitiously desires to utilize his skills and experience in the construction field and help provide leadership to others.

EXPERIENCE
caltrans, private & permit projects, huntington beach
Chuck provided construction inspection services in implementing construction improvements and rehabilitation on civil roadways and streets within the City of Huntington Beach. The work was conducted on behalf of Caltrans on public permitting and private projects that consisted of maintaining budget controls, responding to and making recommendations on RFIs and RFQs, and conducting weekly and monthly meetings. On these civil road improvement projects, Chuck was tasked with verifying that each project accurately followed the California Manual on Uniform Traffic Control Devices (MUTCD), California Stormwater Pollution Protection Plans (SWPPP) and Occupational Safety and Health Administration (OSHA) guide lines throughout the construction process. Chuck also coordinated and consolidated between stakeholder agencies and the contractor, effected residences and local businesses as the main contact liason.
grading, paving & utility relocation projects, chatsworth Chuck provided his skills and abilities in construction inspection services to the Los Angeles County Public Works Department within the City of Chatsworth, where he also would serve in the capacity of both a foreman and superintendent. For these projects, the work consisted of roadway grading and paving, as well as underground utility relocations and retaining structure work. Part of the work Chuck was tasked with required schedule drafting and adjustments, reviewing and making recommendations on as-built plans, verifying billing, coordinating with subcontractors and coordinating with utility agencies. Chuck also held Business Management Professional certification through the course of his services.

ROADWAY
charles stagner, qsp
ConstructION INSPECTOR
fields of expertise:

E
42 xperience
Years of
SECTION 7: Resumes
| 53
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 underground utility installation and ps&E, anaheim
Chuck served as the Construction Foreman as well as providing construction inspection services within the City of Anaheim where he oversaw Public Works projects. In this capacity, Chuck worked closely alongside the Project Manager on establishing, verifying and implementing project quantities and billings. Additional responsibilities included monitoring project scheduling, oversight of wet and dry underground utility installation, monitoring and coordinating with the subcontractors alongside up to 25 employees. These projects required a complete understanding of the job specifications, RFI’s, and OSHA requirements. A highlight project included the $11 million dollar Cathedral City Project,
Waste water concrete, piping and aeration systems projects, lake forest Chuck provided construction inspection services for the South Orange County Waste Water Authority (SOCWWA) on this project within the City of Lake Forest. Project highlighted work included the installation of a 40 foot by 80 foot poured-in-place concrete building, 3 new methane fueled engines, and a CPU unit that controlled the new aeration system for a set number of micro-organism pools. Other work included changing out deteriorated piping in the digester, as well as adding valves. The project cost was approximately $3.5 million.

OCPW capital improvement projects, lake forest
Chuck provided construction inspection services on the Moulton Niguel Water Project and the Irvine Ranch Water Project in the City of Lake Forest. The $1.5 million dollar Moulton Niguel Water Project saw the installation of two 20,000 gallon overflow tanks, and the installation of pipes to the Wood Canyon pump house, along with hot taps on an 8 inch inlet and discharge pipe. For the Irvine Ranch Water Project, the work involved the installation of new Solids Systems to an existing pump house on a budget of $200,000. moulton niguel water & irvine Ranch Water projects, lake forest Chuck provided construction inspection services on the Moulton Niguel Water Project and the Irvine Ranch Water Project in the City of Lake Forest. The $1.5 million dollar Moulton Niguel Water Project saw the installation of two 20,000 gallon overflow tanks, and the installation of pipes to the Wood Canyon pump house, along with hot taps on an 8 inch inlet and discharge pipe. For the Irvine Ranch Water Project, the work involved the installation of new Solids Systems to an existing pump house on a budget of $200,000. i-405 plan review services, costa mesa
In serving the City of Costa Mesa on the I-405 Plan Review Services Project, Chuck provided plan check reviews of the 1-405 corridor improvements, including impacts on adjacent streets, rights of way, interchanges, and utilities such as sewer, water and storm drains at current design stage level. Chuck also reviewed traffic control plans for subsurface explorations, coordinated with OCTA and the consultant, Parsons, regarding project submittal timing and plans and corresponding review responses delivery, reviewed plans against current water quality standards within the City jurisdiction, and held meetings with the design and build team for project coordination.

East 19th St. Safe Route to School Project-from Church St. to Irvine Ave., costa mesa
Chuck provided construction inspection services on the East 19th Safe Route to School Project for the City of Costa Mesa. This was a federal project requiring continuous documentation and strict compliance with the Caltrans Local Assistance Program Guidelines Manual. The project scope called for 4,700 lineal foot street traffic calming with a total of 7 intersections. Each intersection had bulb-outs at all corners, reducing the street widths to one lane in each direction, which effectively reduced the traffic speed for the entire segment - thus providing traffic calming.

Each of the bulb-outs included landscaping and irrigation to support the plant palette. Each intersection was also repaved after grinding to create acceptable grades. Monuments and supporting lighting were also provided for this segment as well as improved traffic striping to accommodate the sharing of the street with bicycles. Tasks performed by Chuck included finalizing the plans and specifications for bidding purposes, advertising for bids, accepting the bids, and administratively presenting the project to the City Council for award of project to the successful bidder. Chuck provided continuous inspections from the beginning of work through project completion and audit. Other tasks also included the review and approval of project submittals, providing information and updates to the public, preparation of progress payments to the contractor, and continuous coordination with the funding agency. This project cost $1.6M.

Construction began in April 2017 and was completed February 2018.

SECTION 7: Resumes
| 54
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34

CALTRANS ASPHALT PAVEMENT RESIDENTIAL RETAIN WALL

BACKGROUND
Kevin Green has accumulated over 13 years of experience in performing both construction inspection and construction management services on highway and public works construction projects for the interest of both state and local agencies. His work experience over those years includes performing constructability reviews, field inspection, materials testing, documents control, and site management. The work involved on these projects required extensive roadway and highway construction and rehabilitation, emergency roadway repair and local street rehabilitations that encompassed earthwork, Jointed Plane Concrete and Rapid Set Concrete and Hot Mix Asphalt and Alternative Rubberized Asphalt Membrane paving and Cold foam-in-place recycle paving, barrier rail, concrete and electrical work, directional drilling, Cast-in-Drilled Hole for overhead sign foundations, pile driving, materials testing, and SWPPP/WPC and COZEP compliance. Further work that required both Kevin’s inspection review and management oversight include electrical, controllers, pull boxes, ramp meters, traffic signals, crosswalk push buttons and signals, ETTM systems, traffic loops, camera systems, hot mix asphalt, jointed plane/rapid strength/set concrete paving, median concrete barrier, electrical, striping, traffic control and construction liaison to the Caltrans Chief Public Information Officer. Kevin brings to the table a thorough knowledge of The Caltrans Standard Plans, Specifications and Construction Manual and of construction oversight.

EXPERIENCE
SANTA ANITA ACTIVE TRANSPORTATION PROGRAM CYCLE 5 PROJECT , EL MONTe Kevin provided the City of El Monte with Inspection Services for the Santa Anita Active Transportation Program (ATP) Project, CIP No. 890. This project was funded by LACMTA Net Toll Revenue Reinvestment Grant Fund and Measure M funding, totaling $2,200,000. This project entailed video detection and traffic signal updates, and wayfinding sign and bike rack installation at various intersections. The purpose of this project was to improve safety for all roadway users, improve conditions for non-motorized modes of travel thereby promoting pedestrian, cycle and transit use, improve neighborhood connectivity and livability, and to improve the comfort of non-motorized user traveling to and from the El Monte Transit Center and Downtown El Monte. Work was split into three segments, Class II Bike Lane Installation on Santa Anita Avenue from Tyler Avenue to Lower Azusa Road (0.53 miles), Pavement, Curb and Ramp Upgrades on Tyler Avenue from Ramona Blvd. to Santa Anita Avenue (0.97 miles), and Pavement, Curb and Ramp Upgrades on Ramona Blvd. from Santa Anita Avenue to Tyler Avenue (0.36 miles).

LACMTA - Metro Gold Line Foothill Extension Phase 2A, orange Kevin provided Construction Inspection services on the LACMTA - Metro Gold Line Foothill Extension Phase 2A Project. The Metro Gold Line Foothill Extension Construction Authority (Construction Authority), was created in 1998 as an independent agency by the California State Legislature to specifically address the planning, designing and construction of the Los Angeles County Metropolitan Transportation Authority (LACMTA) Gold Line, from Los Angeles to Pasadena. Since then, further extensions have been planned with the ultimate goal of reaching Ontario Airport in 2019. The purpose of the project was to address a 11.5 mile segment from Pasadena to Azusa by way of an Kevin c. Green
ConstructION INSPECTOR
fields of expertise:

Experience
Years
13 of
SECTION 7: Resumes
| 55
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 extension of the Gold Line that would occupy a portion of previously abandoned Burlington Northern Santa Fe Railway (BNSF) trackage now owned and operated by Southern California Regional Rail Authority (SCRRA). Within the project limits of Phase 2A were six at-grade crossings with movement on freight and light rail tracks. Each of these crossings improved Automatic Highway Warning Systems (AHWS) to further enhance the safety of the public. The implemented design also improved upon the existing Automatic Block System present today. Project Highlights included interfacing of freight and light rail crossing systems, meeting railroad signal standards, freight crossing and wayside signal design, technical specifications per SCRRA standards, construction phasing plans, program development, in-service testing of freight signal system, and full signal system “as-built” drawings. Kevin was tasked with the responsibility in providing concrete inspections on concrete mix designs, the Quality Control plans, and to verify a variety of sampling to meet the requirements of ACI. This project lasted for approximately a three year period. i-405 civil roadway & electrical construction, orange
Kevin served the County of Orange as construction inspector on the I-91 Freeway State Route Project where he performed concrete inspection services for this job. This 3-year long project consisted of 32 cast in place and retrofit bridges, MSE walls, and retaining and sound walls. Kevin performed coordination with Caltrans along with their consultants in completing the final inspections.

Metro Gold Line Extension, Phase 2A & Maintenance & Operations Station concrete replacement project, orange
Kevin provided Construction Inspection services on the Metro Gold Line Extension, Phase 2A and Maintenance and Operations Station Concrete Replacement Project. Kevin was tasked with the responsibility in providing concrete inspections on concrete mix designs, the Quality Control plans, and to verify a variety of sampling to meet the requirements of ACI. This project lasted for a three year period. i-22 freeway and i-57 freeway overpass retrofit project, orange Kevin provided Construction Inspection services to the County of Orange on the I-22 Freeway and I-57 Freeway Overpass Retrofit Project. His required tasks included overseeing the testing and sampling of concrete during the placement for footing columns, along with verifying the placement of reinforcing steel. Upon the time of the final inspections, Kevin maintained communication and coordination with Caltrans and the project-assigned consultants.

This projectr spanned a period of over 3 years.
i-710 freeway & Hobart Yard Bridge pavement rehabilitation & widening, orange Kevin served as the Construction Inspector on the I-710 Freeway and Hobart Yard Bridge Pavement Rehabilitation and Widening Project. The project spanned a 3.5 mile stretch of I-710 through the City of Commerce, City of Vernon, City of Bell, and the unincorporated area of East Los Angeles, from Slauson Avenue to Route 60. The project also included concrete pavement rehabilitation and jointed plain concrete pavement(JPCP-RS) and continuously reinforced concrete pavement(CRCP-RS), as well as bridge approach slab repairs on several bridges along the corridor. All northbound lanes between Bandini Boulevard and the I-5/I-710 Interchange were replaced with JPCP-RS. The median shoulders were repaved with JPCP-RS, and the median barrier was upgraded to meet current standards. The project further included installing new overhead sign structures and changeable message sign, and upgrades to drainage.

A significant scope element of the project was the widening of the Hobart Yard Bridge in both directions for 1,300 LF over 18 sets of railroad tracks. Additionally, existing barriers and overhangs were demolished and the bridge widening was constructed at six other locations. Work included installation of girders, forming, and pouring of diaphragm and backwalls and deck construction. The purpose of the project was to widen and rehabilitate the north and southbound lanes of Route 710 in seven stages. The project was completed 18 months ahead of schedule thanks to innovative solutions as a result of collaborative partnering. To achieve this, Kevin and the team relied on open and transparent communication and partnering strategies focused on delivering ideas from each team member. Advanced planning efforts also re-sequenced project staging to complete construction within 61% of the contracted schedule window with no claims or disputes. For his tasks at hand, Kevin monitored the removal of curbs and gutters and the grading of the I-710 freeway bridges, along with overseeing the construction of MSE walls, retaining walls, backfill asphalt paving, concrete, storm drain installation and vaults. The project was completed with no lost time incidents in a period of almost 2 years.
i-91 freeway state route project, orange
Kevin served the County of Orange as construction inspector on the I-91 Freeway State Route Project where he performed concrete inspection services for this job. This 3-year long project consisted of 32 cast in place and retrofit bridges, MSE walls, and retaining and sound walls. Kevin performed coordination with Caltrans along with their consultants in completing the final inspections.

SECTION 7: Resumes
| 56
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Armando r. Cas tañeda
construction INSPECTOR
9 Years of
Experience
fields of expertise:

QUALIFICATIONS
CERTIFIED Construction Inspection Workshop, American Public Works Association | CERTIFIED Public Works Administration – MSA Educational Workshop Series, Maintenance Superintendents Association (MSA) REINFORCED CONCRETE INSPECT ION | PROTECTOR DEL AGUA TRA INING PROGRAM – Plant Materials for Water Conservation; Irrigation Principles (Repair, Troubleshooting, Controller Programming, Scheduling), MWD - Metropolitan Water District of Southern California | TRENCH SHOR ING AND EXCAVAT ION SAFETY , United Rentals | CLCA’S IRRIGAT ION SEM INAR , Valve Trouble Shooting; Wire Tracing; Water Management; Controller Programming, California Landscape Contractors Association | SOIL MGMT./LANDSCAPE DES IGN, Cal Poly Pomona | HAZARDOUS WASTE OPERAT IONS & EMERGENCY RESPONSE , Pacific Safety Council background
Armando Castañeda has developed 9 years of experience in many aspects of construction inspection, having first joined Albert A. Webb Associates between 2005 to 2009 serving as construction inspector. His inspection experiences has involved completing both public and private projects encompassing water and sewer main and lateral line construction; grading; asphalt; irrigation system installation; landscaping; MUSCO field lighting installations; masonry; and electrical and plumbing. In addition, Armando has performed inspection of landscape maintenance projects for the City of Riverside, including verifying compliance with project specifications. His extensive education, training, and experience in the fields of public works, landscaping, and construction allows him to be assigned to a multitude of various projects. Armando has extended his extensive inspection experience as a construction inspector to residential, commercial, and industrial development projects.

EXPERIENCE
State street pipeline replacement project, Monte Vista Water District Armondo served the Monte Vista Water District (MVWD) as construction inspector on the State Street Pipeline Replacement Project. The project consisted of over 7,000 LF of 12” water mainline. Armondo inspected 14 connection locations on water and fire services lines ranging from 2” to 12”, checking for compliance per plan specifications, materials, proper backfilling and compaction. He also performed inspections of the water service line to existing meters consisting of DL pipe with 45 and 90 degree bends to C900 PVC pipeline, and he inspected service meter box’s concrete installation.

Harada Heritage Park landscape improvements, Phase 2, Riverside County As the Construction Inspector for the County of Riverside on the Harada Heritage Park Landscape Improvements Project, Phase 2, Armando provided inspections for approximately $5.7 million worth of the project required landscape improvements. Details of the project included installing irrigation systems; electrical; masonry block walls; two baseball fields; lighting for five soccer fields; walkways; 1600 square feet of building concessions; plumbing and restrooms; two retaining walls; grading; parking lot paving; shelters; park amenities; and underground water and sewer lines.

SECTION 7: Resumes
| 57
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 jurupa community services district’s pipelines installation at cantu-galleano ranch road, Riverside
Armando served as Construction Inspector for the County of Riverside’s Jurupa Community Services District’s Pipelines Installation Project, located at Cantu-Galleano Ranch Road which contained 3150 feet LF. of 16” CML/CMC Recycled Water and 2058 feet LF of 18” CML/CMC Domestic Water. Armando’s services as construction inspector involved a 16” CML/CMC fully welded Recycled Water line, which included the pipeline through the Cantu-Galleano Ranch Road Bridge in 24” Steel Casing, as well as the 18” CML/CMC fully welded Domestic Water line which also included the pipeline through the Cantu-Galleano Ranch Rd Bridge in 24” Steel Casing as well as an extra 22” steel casting pipeline for future use. Armando was additionally responsible for the installation of the 16” fully welded CML/ CMC and 18” fully welded CML/CMC pipelines per the manufacturer’s lay drawings, keeping the ends of the pipes covered and protected from contaminants until installed, as well as monitoring the fully welded (2 pass) welded joints for any backfill and bacterial disinfections. The project had a cost of approximately $11 million.

Centex, Lennar, DR Horton, & KB Homes water line & sewer inspections Armando served as Construction Inspector for the Centex, Lennar, DR Horton, and KB Homes Water Lines and Sewer inspections needs. Alongside material verification, Armando performed inspections on all of the water mainline service lines. The lines ranged from 8 inches to 12 inches in piping constructed of C900 PVC and ductile iron with a housing track and fully welded joints. Additional inspections included sewer pipes with sizes ranging from 10 inches to 30 inches. Sewer air and video testing was performed on in-pipe grades, fire hydrants, blow off, pressure testing, and manhole installation, and waterline chlorine disinfection was performed for bacterial sampling.

Orchard Park Well Site Landscaping and Block Wall, Riverside County Armando was responsible of the inspection of all landscaping, irrigation system, water district booster pump, and block wall protection.

Cedar Creek Park Phase 2, Riverside County
Armando was responsible of the inspection of landscaping, irrigation, water and sewer services, and water park features.

District Water and Sewer Facility Inspection, Riverside County, CA Armando served as an inspector for the Riverside County and was responsible of inspecting the District Water and Sewer Facility.

Golden State Water Company, Yorba Linda
Armando was responsible of the inspection of removing and replacing all water main service lines to the condemedium complex.
water main replacement, Florence
Armando was responsible of the replacement of water main and service line to homes in Florence area. water main replacement, Watts
Armando was responsible of the replacement of water main and service line which includes 100 feet of 24 Inch ductile iron pipes which included hot tapping for service lateral line.

Interstate-215 segment 2. Caltrans landscape replacement project Armondo provided Inspection of irrigation booster pump, irrigation controllers, valve and assembly over 39,000 lf of schedule 40, 1 inch to 3 inch PVC pipe, over 200 sprinklers, 36” box trees, 18 24” box shrubs, and over 1,000 shrubs.

SR-210 baseline project, Highland, CA. SBCTA
Armondo provided construction inspection on the SR-210 Baseline Project. The project required installation per plans and specification compliances which included schedule 40 PVC 12,090 LF, class 315 PVC 4,955 LF, 4,834 plants, placement of 19 4’X3’ and 13 6’X4’ boulders, 4” to 8” rock blanket placed-in, 6 inches of concrete (97,938 sq ft), decorative stamp concrete (13,956 sq ft), hydroseeding (250,535 sq ft), and compost spreading (2,320 cy).

SECTION 7: Resumes
| 58
General Civil Engineering Design, Construction Management & Inspection, Traffic Engineering, Architecture & Landscape Architecture, Geotechnical Engineering/Geology & Material Testing, & Staff Augmentation On-Call Professional Services
Docusign Envelope ID: 36001FB7-315A-4198-AFFD-EB51ABDB8A34 Consultant Agreement with Project Partners, Inc Page 1

CITY OF GARDENA

CONSULTANT AGREEMENT WITH

PROJECT PARTNERS, INC
This Agreement is entered into this 10th day of September, 2024, by and between the City of Gardena, a municipal corporation (“City”) and Project Partners, Inc, a CA Corporation (“Consultant”). Based on the mutual promises and covenants contained herein, the Parties hereto agree, as follows.

1. RECITALS. This Agreement is made and entered into with respect to the following facts:

A. Whereas, City is desirous of obtaining the as-needed professional on-call consultant services in the following category or categories:
• Staff Augmentation

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions contained herein, the parties hereby agree as follows:

A. Either party may terminate this Agreement, without cause, by giving thirty (30) days written notice to the other party.

B. City may terminate this Agreement for cause by giving thirty (30) days written notice to Consultant. Lack of funding shall be considered cause for terminating this Agreement.

C. Upon termination, Consultant shall: (1) promptly discontinue all services affected, unless the notice directs otherwise; and (2) promptly deliver to City all data, reports, estimates, summaries, and such other information and materials as may have been accumulated or prepared to date by Consultant in performing the services under this Agreement, whether completed or in Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 2
progress. Consultant shall be entitled to reasonable compensation for the services it performs up to the date of termination; however, if the Agreement is terminated by City for cause, other than lack of funding, or by Consultant without cause, City shall be entitled to deduct any costs it incurs payment to another consultant for Services, which duplicate Consultant’s Services to date. In the event of termination for other than cause attributable to Consultant, Consultant shall be deemed released for liability for any work assigned but not completed as of the effective date of termination.

8. TIMING OF PERFORMANCE. Time is of the essence with respect to Consultant’s performance of the Services required by this Agreement. Consultant shall diligently Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 3
and timely pursue and complete the performance of the Services required of it by this Agreement. City, in its sole discretion, may extend the time for performance of any Service.

9. MONITORING OF CONSULTANT. Consultant’s performance of this Agreement shall be continuously monitored by the Public Works Director/City Engineer.

Consultant shall be notified in writing of any deficiency in the performance of this Agreement in a timely manner by the Public Works Director/City Engineer.

10.COMPENSATION. Consultant shall be compensated as follows:

Payment by City under this Agreement shall not be deemed a waiver of defects, even if such defects were known to City at the time of payment.

C. Expenses. Consultant shall not be entitled to any additional compensation for expenses.

11.INSURANCE REQUIREMENTS.

A. Commencement of Work. Consultant shall not commence work under this Agreement until it has obtained City approved insurance. Before beginning work hereunder, during the entire period of this Agreement, for any extensions hereto, and for periods after the end of this Agreement as may be indicated below, Consultant must have and maintain in place all of the insurance coverages required in this Section. Consultant’s insurance shall Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 4
comply with all items specified by this Agreement. Any subcontractors shall be subject to all the requirements of this Section and Consultant shall be responsible to obtain evidence of insurance from each subcontractor and provide it to City before the subcontractor commences work. Alternatively, Consultant’s insurance may cover all subcontractors.

C. Coverages, Limits and Policy Requirements. Consultant shall maintain the types of coverages and limits indicated below:

If the policy is written as a “claims made” policy, the retro date shall be prior to the start of the contract work. Consultant shall obtain and maintain, said E&O liability insurance during the life of this Agreement and for three years after completion of the work hereunder. This policy shall be issued by an insurance company which is admitted to do business in the State of California.

Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 5

E. Deductibles. Any deductible or self-insured retentions over $25,000 per occurrence must be declared to and approved by City. Any deductible exceeding an amount acceptable to City shall be subject to the following changes: either the insurer shall eliminate or reduce such deductibles or selfinsured retentions with respect to City, its officers, employees, agents and volunteers (with additional premium, if any, to be paid by Consultant); or Consultant shall provide satisfactory financial guarantee for payment of Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 6
losses and related investigations, claim administration and defense expenses.

Notwithstanding the foregoing, the Consultant shall not be liable for the defense or indemnification of the City for claims, actions, complaints or suits arising out of the sole negligence or willful misconduct of the City. Notwithstanding the foregoing, to the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity and defense shall be limited to the extend required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 7
recklessness, or misconduct of Consultant. This provision shall supersede and replace all other indemnity provisions contained either in the City’s specifications or Consultant’s Proposal, which shall be of no force and effect.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contribution to be paid by City for employer contribution and/or employee contributions for PERS benefits.

Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 8

16.NON-LIABILITY OF CITY. No official, employee, agent or volunteer of City shall be personally liable for any default or liability under this Agreement.

Consultant shall ensure its directors, officers, employees, Sub-consultants or agents use personal information solely for the purposes of accomplishing the services set forth herein. Consultant and its Sub-consultants agree not to release, divulge, Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 9
publish, transfer, sell or otherwise make known to unauthorized persons personal information without the express written consent of the City or as otherwise required by law.

23.NON-DISCRIMINATION. Consultant covenants there shall be no discrimination Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 10 based upon race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in activity pursuant to this Agreement.

To City: City of Gardena
1700 West 162nd Street
Gardena, California 90247
Attn: Allan Rigg
Director of Public Works/City Engineer
To Consultant: Project Partners, Inc
23195 La Cadena Dr, Suite 101
Laguna Hills, CA 92653
Attn: Kimo Look
Principal
Notices shall be deemed to have been served upon the date of personal service or three (3) working days after the same has been deposited in the United States Postal Service.

28.FAMILIARITY WITH WORK. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the difficulties and restrictions of the work under this Agreement. Should Consultant discover any conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City and shall not proceed, except at Consultant’s own risk, until written instructions are received from City.

29.PUBLIC RECORD ACT DISCLOSURE. Consultant has been advised and is aware Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 11 that this Agreement and all reports, documents, information and data, including, but not limited to, computer tapes, discs or files furnished or prepared by Consultant, or any of its subcontractors, pursuant to this Agreement and provided to City may be subject to public disclosure as required by the California Public Records Act (California Government Code section 7920.000 et seq.). Exceptions to public disclosure may be those documents or information that qualify as trade secrets, as that term is defined in the California Government Code section 7924.510, and of which Consultant informs City of such trade secret. The City will endeavor to maintain as confidential all information obtained by it that is designated as a trade secret. The City shall not, in any way, be liable or responsible for the disclosure of any trade secret including, without limitation, those records so marked if disclosure is deemed to be required by law or by order of the Court.

30.MAINTENANCE OF RECORDS. Consultant shall maintain for a minimum of three (3) years from the completion date of the Services under this Agreement, the following records:

D. The aforementioned records shall be made available to City or any authorized representative thereof upon request for audit.

31.BINDING EFFECT. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties hereto.

33.SECTION HEADINGS. The Section headings used in this Agreement are for reference purposes only and shall have no binding effect.

34.AUTHORITY TO EXECUTE. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement.

35.ATTORNEY’S FEES. In the event that legal action is necessary to enforce the provisions of this Agreement, or to declare the rights of the parties hereunder, the parties agree that the prevailing party in the legal action shall be entitled to recover Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 12 attorney’s fees and court costs from the opposing party.

39.ELECTRONIC SIGNATURE. The parties hereby acknowledge and agree that electronic records and electronic signatures, as well as facsimile signatures, used in connection with the execution of this Agreement and electronic signatures, facsimile signatures or signatures transmitted by electronic mail in so-called pdf format shall be legal and binding and shall have the same full force and effect as if a paper original of this Agreement had been delivered and had been signed using a handwritten signature. City and Consultant (i) agree that an electronic signature, whether digital or encrypted, of a party to this Agreement is intended to authenticate this writing and to have the same force and effect as a manual signature, (ii) intend to be bound by the signatures (whether original, faxed or electronic) on any document sent or delivered by facsimile or, electronic mail, or other electronic means, (iii) are aware that the other party will reply on such signatures, and (iv) hereby waive any defenses to the enforcement of the terms of this Agreement based on the foregoing forms of signature. If this Agreement has been executed by electronic signature, all parties executing this document are expressly consenting under the United States Federal Electronic Signatures in Global and National Commerce Act of 2000 ("E-SIGN") and California Uniform Electronic Transactions Act ("UETA")(Cal. Civ. Code § 1633.1, et seq.), that a signature by fax, email or other electronic means shall constitute an Electronic Signature to an Electronic Record under both E-SIGN and UETA with respect to this specific transaction.

Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 Consultant Agreement with Project Partners, Inc Page 13 IN WITNESS WHEREOF, City and Consultant have executed this Agreement as of the date first hereinabove set forth.

CITY OF GARDENA CONSULTANT – Project Partners, Inc
________________________________ _________________________________ Tasha Cerda, Mayor Name
ATTEST:

Sign:_____________________________
Title:
________________________________
Mina Semenza, City Clerk _________________________________ Name
APPROVED AS TO FORM:

Sign:_____________________________
Title:

Carmen Vasquez, City Attorney
Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 CFO
Markiva Raissdana
President
Kimo Look
Exhibit A
Request for Qualifications (RFQ)
Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846

CITY OF GARDENA

PUBLIC WORKS DEPARTMENT

REQUEST FOR QUALIFICATIONS (RFQ)
FOR

GENERAL CIVIL ENGINEERING DESIGN, CONSTRUCTION

MANAGEMENT & INSPCTION, TRAFFIC ENGINEERING,

ARCHITECTURE AND LANDSCAPE ARCHITECTURE,

GEOTECHNICAL ENGINEERING/GEOLOGY AND MATERIAL

TESTING, AND STAFF AUGMENTATION
ON‐CALL PROFESSIONAL SERVICES:

MAY 2024
Memoranda:

Qualifications Due: Thursday, June 13, 2024, 2:00 p.m. PST.

City of Gardena Public Works Department: (310) 217‐9568 Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846

SECTION I

The Request for Qualifications (RFQ) can be obtained at http://www.cityofgardena.org/rfps/ Questions regarding this RFQ shall be directed to Kevin Kwak at (310) 217-9643 or [email protected].

The collection system pipes within the City primarily discharge to the Dominguez Channel.

Lastly, note that Gardena’s water system is operated and maintained by Golden State Water.

The City has six (6) parks with community buildings, two gymnasiums, and a parkette. Additionally, the Gardena Wetland Preserve is situated next to Johnson Park. The City is currently constructing a new pool and senior center community center. Furthermore, the newly acquired Chase Bank Building on Rosecrans Docusign Envelope ID: A9FFECB7-8536-4BE4-9364-AF483F3AB846 2 | Page
Boulevard is slated to become a new Community Center, and Mas Fukai Park is in the construction document phase for improvements.

SECTION II

However, the actual number of consultants selected may be subject to change based on the number of responses and qualifications.

Gardena City CouncilSeptember 10, 2024

Gardena City Council
September 10, 2024