AGR-6939 - LEIGHTON CONSULTING INC - DEPUTY INSPECTION SERVICES FOR FIRE STATION NO. 2 APARATUS BAYP6,R-93°
PROFESSIONAL SERVICES AGREEMENT
THIS PROFESSIONAL SERVICES AGREEMENT (the "AgreemenP') is made at
Orange, California, on this day of yy, 2020 (the "Effective Date") by and
between the CITY OF ORANGE, a mumc pal cd•poration ("City"), and LEIGHTON
CONSULTING, INC., a Califomia corporation ("Contractor"), who agree as follows:
1. Services. Subject to the terms and conditions set forth in this Agreement,
Contractor shall provide to the reasonable satisfaction of City the services set forth in Exhibit"A,"
which is attached hereto and incorporated herein by this reference. As a material inducement to
City to enter into this Agreement, Contractor represents and warrants that it has thoroughly
imestigated and considered the scope of services and fully understands the difficulties and
restrictions in performing the work. Contrac[or shall perform all services in a manner reasonably
satisfactory to City and in a manner in conformance with the standards of quality normally
observed by an entity provided such services to a municipal agency. All services provided shall
conform to all federal, state and local laws, rules and regulations and to the best professional
standards and practices. The terms and conditions set forth in this Agreement shall control over
any terms and conditions in Exhibit "A" to the contrary.
Randy Nguyen, Principal Civil Engineer ("City's Project Manager"), shall be the person
to whom Contractor will report for the performance of services hereundec It is understood that
Contractor's perforcnance hereunder shall be under the direction and supervision of Ciry's Project
Manager(or his/her designee), that Contracror shall coordinate its services hereunder with City's
Project Manager to [he extent required by City's Project Manager, and that all performances
required hereunder by Contractor shall be performed to the satisfaction of Ciry's Project Manager
and the City Manager.
2. Compensation and Fees.
a. Contractor's total compensation for all services performed under this
Agreement, shall not exceed TWENTY-NINE THOUSAND FIVE HUNDRED DOLLARS and
00/100 ($29,500.00) without the prior written authorization of CiTy.
b. The above compensation shall include all costs, including, but not limited
to, all clerical, administrative, overhead, insurance, reproduction, telephone, travel, auto ren[al,
subsistence and all related expenses.
3. Pavment.
a. As scheduled services are completed, Contractor shall submit to City an
invoice for the services completed, authorized expenses and authorized extra work actually
performed or incurred.
b. All such invoices shall state the basis for the amount invoiced, including
services completed,the number of hours spent and any extra work performed.
c. City will pay Contractor the amount invoiced within thirty (30) days after
the approval of the invoice.
d. Payment shall constitute payment in full for all services, authorized costs
and authorized extra work covered by that invoice.
4. Chanae Orders. No payment for extra services caused by a change in the scope
or complexity of work, or for any other reason, shall be made unless and unti] such extra services
and a price there£or have been previously authorized in writing and approved by City as an
amendment to this Agreement. The amendment shall set forth the changes of work, extension of
time, and adjustment of the compensation to be paid by City to Contractor.
5. Licenses. Contractor represents that it and any subcontractors it may engage,
possess any and all licenses which are required under state or federa] law to perform the work
contemplated by this Agreement and that Contractor and its subcontractors shall maintain all
appropriate licenses, including a City of Orange business license, at its cost, during the
performance of this Agreement.
6. Indeoendent Contractor. At all times during the term of this Agreement,
Contractor shall be an independent contractor and not an employee of City. City shall have the
right to control Contractor only insofar as the result of Contractor's services rendered pursuant to
this Agreement. City shall not have the right to control the means by which Contractor
accomplishes services rendered pursuant to this Agreement. Contractor shall, at its sole cost and
expense, furnish all facilities, materials and equipment which may be required for furnishing
services pursuant to this Agreement. Contractor shall be solely responsible for, and shall
indemnify, defend and save City harmless from all matters relating to the payment of its
subcontractors, agents and employees, including compliance with social security withholding and
all other wages, salaries, benefits, taxes, exactions, and regulations of any nature whatsoever.
Contractor acknowledges that Contractor and any subcontractors, agents or employees employed
by Contractor shall not, under any circumstances, be considered employees of City, and that they
shall not be entitled to any of the benefits or rights afforded employees of City, including, but not
limi[ed to, sick leave,vacation leave, holiday pay, Public Employees Retirement System benefits,
or health, life, dental, long-term disability or workers' compensation insurance benefits.
7. Contractor Not Aeent. Except as City may specify in writing Contractor shall
have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an
agent. Contractor shall have no authority, express or implied, to bind City to any obligation
whatsoever.
8. Desienated Persons. Only those qualified persons authorized by City's Project
Manager, or as designated in Exhibit"A," shall perform work provided for under this Agreement.
t is understood by the paRies that clerical and other nonprofessional work may be performed by
persons other than those designated.
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9. Assienment or SubcontractinQ. No assignment or subcontracting by Contractor
of any par[of this Agreement or of funds to be received under this Agreement shall be of any force
or effect unless the assignment has the prior written approval of City. City may terminate this
Agreement rather than accept any proposed assignment or subcontracting. Such assignment or
subcontracting may be approved by the City Manager or his/her designee.
10. Time of Completion. Contractor agrees to commence the work provided for in
this Agreement within three (3) days of the date herein above stated and [o diligently prosecute
completion of the work in accordance with the time period set forth in Exhibit "A" hereto or
otherwise agreed to by and between the representatives of the parties.
11. Time Is af the Essence. Time is of the essence in this Agreement. Contractor shall
do all things necessary and incidental to the prosecution of Contractor's work.
12. Reserved.
13. Delays and Extensions of Time. Contractor's sole remedy for delays outside its
control, other than those delays caused by City, shall be an extension of time. No matter what the
cause of the delay,Contractor must document any delay and request an extension oftime in writing
at the time of the delay to the satisfaction of City. Any extensions granted shall be limited to the
length of the delay outside Contractor's control. If Contractor believes that delays caused by City
will cause it to incur additional costs, it must specify, in writing, why [he delay has caused
additional costs to be incurred and the exact amount of such cost at the time the delay occurs. No
additional costs can be paid that exceed the not to exceed amount stated in Section 2.a, above,
absent a written amendment to this Agreement.
14. Products of Contractor. The documents, studies, evaluations, assessments,
reports, plans, citations, materials, manuals, technical data, logs, files, designs and other products
produced or provided by Contractor for this Agreement shall become the property of City upon
receipt. Contractor shall deliver all such products to City prior to payment for same. City may
use, reuse or othenvise utilize such products without restriction.
15. Eaual Emolovment Oaaortunitv. During the performance of this Agreement,
Contractor agrees as follows:
a. Contractor shall not discriminate against any employee or applicant for
employment because of race, color, religion, sex, national origin,mental or physical disabiliry, or
any other basis prohibited by applicable law. Contractor shall ensure that applicants are employed,
and that employees are treated during employment, without regard to their race, color, religion,
sex, national origin, mental or physical disability, or any other basis prohibited by applicable law.
Such actions shall include, but not be limited to the following: employment,upgrading, demotion
or transfer,recruitment or recruitment advertising,layoffor termination,rates of pay or other forms
of compensation and selection for training, including apprenticeship. Contractor agrees to post in
conspicuous places, available to employees and applicants for employment, a notice setting for[h
provisions of this non-discrimination clause.
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b. Contractor shall, in all solicitations and advertisements for employees
placed by, or on behalf of Contractor, state that all qualified applicants will receive consideration
for employmen[ without regazd to race, color, religion, sex, national origin, mental or physical
disability, or any other basis prohibited by applicable law.
c. Contractor shall cause the foregoing paragraphs (a)and(b)to be inserted in
all subcontracts for any work covered by this Agreement, provided that the foregoing provisions
shall not apply to subcontracts for standard commercial supplies or raw materials.
16. Conflicts of Interest. Con[ractor agrees that it shall not make, participate in the
making, or in any way attempt to use its position as a consultant to influence any decision of City
in which Contractor knows or has reason to know that Contractor, its officers, partners, or
employees have a financial interest as de5ned in Section 87103 of the Govemment Code.
17. Indemnitv.
a. To the fullest extent permitted by law, Contractor agrees to indemnify,
defend and hold City, its Ciry Council and each member thereof, and the officers, o£ficials, agents
and employees of City(collectively the "Indemnitees") entirely harm]ess from all liability arising
out of:
I) Any and all claims under workers' compensation acts and other
employee benefit acts with respect to Contractor's employees or Contractor's subcontractor's
employees arising out of Contractor's work under this Agreement, including any and all claims
under any law pertaining to Contractor or its employees' status as an independent contractor and
any and all claims under Labor Code section 1720 related to the payment of prevailing wages for
public works projects; and
2) Any claim, loss, injury to or death of persons or damage to proper[y
caused by any act, neglect, default, or omission other than a professional act or omission of
Contractor, or person, firm or corporation employed by Contractor, either directly or by
independent contract, including al] damages due to loss or theft sustained by any person, firm or
corporation including the Indemnitees, or any of them, arising out of, or in any way connected
with the work or services which are the subject of this Agreement, including injury or damage
either on or off City's property; but not for any loss, injury, death or damage caused by the active
negligence or willful misconduct of City. Contractor, at its own expense, cost and risk, shall
indemnify any and all claims, actions, suits or other proceedings that may be brought or instituted
against the Indemnitees on any such claim or liability covered by this subparagraph, and shall pay
or satisfy any judgment that may be rendered against the Indemnitees, or any of them, in any
action, suit or other proceedings as a result of coverage under this subparagraph.
b. To the fullest extent permitted by law, Contractor agrees to indemnify and
hold Indemnitees entirely harmless from all liability arising out of any claim, loss, injury to or
death of persons or damage to property caused by its negligent professional act or omission in the
pecformance of professional services pursuant to this Agreement.
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c. Except for the Indemnitees, the indemnifications provided in this
Agreement shall not be construed to extend any third party indemnification rights of any kind to
any person or entity which is not a signatory to this Agreement.
d. The indemnities set forth in this section shall survive any closing,
rescission,or termination of this Agreement, and shall continue to be binding and in full force and
effect in perpetuity with respect to Contractor and its successors.
18. Insurance.
a. Contractor shall carry workers' compensation insurance as required by law
for the protection of its employees during the progress of the work. Contractor understands that it
is an independent contractor and not entitled to any workers' compensation benefits under any
City program.
b. Contractor shall maintain during the life of this Agreement the following
minimum amount of comprehensive general liability insurance or commercial general liability
insurance: the greater of (1) One Million Dollars ($I,000,000) per occurrence; or (2) all the
insurance coverage and/or limits carried by or available to Con[ractor. Said insurance shall cover
bodily injury, death and property damage and be written on an occunence basis.
c. Contractor shall maintain during the life of this Agreement, the following
minimum amount of automotive ]iability insurance: the greater of(1) a combined single limit of
One Million Doflars ($1,000,000); or (2) all the insurance coverage and/or limits carried by or
available to Contractor. Said insurance shall cover bodily injury, death and propeRy damage for
all owned, non-owned and hired vehicles and be written on an occurrence basis.
d. Any insurance proceeds in excess of or broader than the minimum required
coverage and/or minimum required limits which are applicable to a given loss shall be available
o City. No representation is made that the minimum insurance requirements of this Agreement
are suf£cient to cover the obligations oF Contrac[or under this Agreement.
e. Each policy of general liability and automotive liability shall provide that
City, its officers, officials, agen[s, and employees are declared to be additional insureds under the
terms of the policy, but only with respect to [he work performed by Contrac[or under this
Agreement. A policy endorsement to that effect shall be provided to City along with the certificate
of insurance. In lieu of an endorsement, City will accept a copy of the policy(ies)which evidences
that City is an additional insured as a contracting party. The minimum coverage required by
Subsection 18.b and c, above, shall apply to City as an additional insured.
f.Contractor shall maintain during the life of this Agreement professional
liability insurance covering errors and omissions arising out of the perforntance of this Agreement
with a minimum limit of One Million Dollars ($I,000,000) per claim. Contractor agrees to keep
such policy in force and effect for at least five (5) years from the date of completion of this
Agreement.
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g. The insurance policies maintained by Contractor shall be primary insurance
and no insurance held or owned by City shall be called upon to cover any loss under the policy.
Contractor will determine its own needs in procurement of insurance to cover liabilities other than
as stated above.
h. Before Contractor performs any work or prepares or delivers any materials,
Contractor shall fumish certificates of insurance and endorsements, as required by City,
evidencing the aforementioned minimum insurance coverages on forms acceptable to City, which
shall provide that the insurance in force will not be canceled or allowed to lapse without at least
ten (10) days' prior written notice to City.
i.Except for professional liability insurance coverage that may be required by
this Agreement, all insurance maintained by Contractor shall be issued by companies admitted to
conduct the peRinent line of insurance business in California and having a rating of Grade A or
better and Class VII or better by the lates[ edition of Best Key Rating Guide. In the case of
professional liability insurance coverage, such coverage shall be issued by companies either
licensed or admitted to conduct business in California so long as such insurer possesses the
aforementioned Best rating.
j Contractor shall immediately notify City if any required insurance lapses or
is otherwise modified and cease performance of this Agreement unless otherwise directed by City.
In such a case, City may procure insurance or self-insure the risk and charge Contractor for such
costs and any and al] damages resulting therefrom, by way of set-off from any sums owed
Contractor.
k. Contractor agrees that in the event of loss due to any of the perils for which
it has agreed [o provide insurance, Contractor shall look solely to its insurance for recovery.
Contractor hereby grants to City, on behalf of any insurer providing insurance to either Contractor
or City with respect to the services of Contractor herein,a waiver of any right to subrogation which
any such insurer may acquire against City by virtue of the payment of any loss under such
insurance.
1.Contractor shall include all subcontractors, if any, as insureds under its
policies or shall fumish separate certificates and endorsements for each subcontractor to City for
review and approval. AI] coverages for subcontractors shall be subject to all of the requirements
stated herein.
19. Termination. City may for any reason terminate this Agreement by giving
Contractor not less than five (5) days' written notice of intent to terminate. Upon receipt of such
notice, Contractor shall immediately cease work, unless the notice from Ciry provides otherwise.
Upon the termination of this Agreement, City shall pay Contractor for services satisfactorily
provided and all allowable reimbursements incurred to the date of tercnination in compliance with
this Agreement, unless termination by City shall be for cause, in which event City may withhold
any disputed compensation. City shall not be liable for any claim of lost profi[s.
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20. Maintenance and Insoection of Records. In accordance with generally accepted
accounting principles, Contractor and its subcontractors shall maintain reasonab]y full and
complete books, documents, papers, accounting records, and other information (collectively, the
records") pertaining to the costs of and completion of services performed under this Agreement.
City and its authorized representatives shall have access to and the right to audit and reproduce
any of Conkactor's records regarding the services provided under[his Agreement. Contractor shall
maintain all such records for a period of at least three (3) years after termination or completion of
this Agreement. Contractor agrees to make available all such records for inspection or audit at its
offices during normal business hours and upon three(3)days' notice from City,and copies thereof
shall be fumished if requested.
21. Comoliance with all Laws/Immieration Laws.
a. Contractor shall be knowledgeable of and comply with al] local, state and
federal laws which may apply to the performance of this Agreement.
b. If the work provided for in this Agreement constitutes a"public works," as
that term is defined in Section 1720 of the California Labor Code,for which prevailing wages must
be paid, to the extent Contractor's employees will perform any work that falls within any of the
classifications for which the Department of Labor Relations of the State of California promulgates
prevailing wage determinations, Contractor hereby agrees that it, and any subcontractor under it,
shall pay not less than the specified prevailing rates of wages to all such workers. The general
prevailing wage determinations for crafts can be located on the website of the Department of
Industrial Relations (www.dir.ca.eov/DLSR). Additionally, to perform work under this Contract,
Contractor must meet all State registration requirements and criteria, including project compliance
monitoring.
c. Contractor represents and warrants that Contrac[or:
I) Has complied and shall at all times during the term of this
Agreement comply, in all respects, with all immigration laws, regulations, statutes, rules, codes,
and orders, including, without limitation, the Immigration Reform and Control Act of 1986
IRCA); and
2) Has no[ and will not knowingly employ any individual to perform
services under this Agreemen[who is ineligible to work in the United States or under the terms of
this Agreement; and
3) Has properly maintained, and shall at all times during the term of
this Agreemen[ propedy maintain, all related employment documentation records including,
without limitation, the completion and maintenance of the Form I-9 for each of Contractor's
employees; and
4) Has responded, and shall at all times during the term of this
Agreement respond, in a timely fashion to any government inspection requests relating to
immigration law compliance and/or Form I-9 compliance and/or worksite enforcement by the
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Department of Homeland Security, the Depar[men[ of Labor, or the Social Security
Administration.
d. Contractor shall require all subcontractors or subconsul[ants to make the
same representations and warranties as set forth in Subsection 21.6.
e. Contractor shall, upon request of City, provide a list of all employees
working under this Agreement and shall provide,to the reasonable satisfaction of City,verification
that all such employees are eligible to work in the United States. All costs associated with such
verification shall be bome by Contractor. Once such request has been made, Contractor may no[
change employees working under this Agreement without written notice to City, accompanied by
the verification required herein for such employees.
f.Contractor shall require all subcontractors or sub-consultants to make the
same verification as set foRh in Subsection 21.d.
g. If Contractor or subcontractor knowingly employs an employee providing
work under this Agreement who is not authorized to work in the United States, and/or fails to
follow federal laws to determine the status of such employee,that shall constitute a material breach
of this Agreement and may be cause for immediate termination of this Agreement by Ciry.
h. Contractor agrees to indemnify and hold City, its officers, officials, agents
and employees harmless for, of and from any loss, including but not limited to fines,penalties and
corrective measures City may sustain by reason of Contractor's failure to comply with said ]aws,
rules and regulations in connection with the performance of this Agreement.
22. Governine Law and Venue. This Agreement shall be construed in accordance
with and governed by the ]aws of the State of Califomia and Contractor agrees to submit to the
jurisdiction of California courts. Venue for any dispute arising under this Agreement shall be in
Orange CounTy, California.
23. Intearetion. This Agreement constitutes the entire agreement of the paRies. No
other agreement,oral or written,pertaining to the work to be performed under this Agreemen[shall
be of any force or effect un]ess it is in writing and signed by both parties. Any work performed
which is inconsis[ent with or in violation of the provisions of this Agreement shall not be
compensated.
24. Notice. Except as otherwise provided herein, all notices required under this
Agreement shall be in writing and delivered personally, by e-mail, or by first class U.S. mail,
postage prepaid, to each party at the address listed below. Either party may change the notice
address by notifying the other paRy in writing. Notices shall be deemed received upon receipt of
same or within three (3) days of deposit in the U.S. Mail, whichever is earlier. Notices sent by e-
mail shall be deemed received on the date of the e-mail transmission.
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CONTRACTOR" CITY"
Leighton Consulting, Inc. City of Orange
17781 Cowan 300 E. Chapman Avenue
Irvine, CA 92614 Orange, CA 92866-1591
Attn.: Roderick Marcia, P.E. Attn.: Randy Nguyen, P.E.
Telephone No.: (949)250-1421 Telephone No.: (714) 744-5531
E-Mail Address: rmarcia@leigh[ongroup.com E-Mail Address: mguyen@cityoforange.org
25. Counteroarts. This Agreement may be executed in one or more counterparts,each
of which shall be deemed an original, but all of which together shall constitute one and the same
instrument. Signatures transmitted via facsimile and electronic mail shall have the same effect as
original signatures.
IN WITNESS of this Agreement, the parties have entered into this Agreement as of the
year and day first above written.
CONTRACTOR" CITY"
LEIGHTON CONSULTIN , INC., CITY OF ORANGE, a municipal corporation
a Califomia corporatio
Y: i ia arp gy.
Printed N ne: r eM s C.fdJ R NR8lG/q JV/cez c c Otto, City Manager
By: I'C.z 20
Printed a :J+1.A Ow n
Title: c p+r
APPROVED AS TO FORM:
Mary E. B' ning
Senior Asststant City A ot ey
NOTE: City requires the following signature(s)on behalf of the Contractor:
1) the Chairman of the Board, the President or a Vice-President, AND (2) the
Secretary, the Chief Financial Officer, the Treasurer, an Assistant Secretary or an
Assistant Treasurer. If only one corporate officer exists or one corporate officer holds
more than one corporate o ce,please so indicate. OR
The corporate oflicer named in a corporate resolution as authorized[o enter into this
Agreement A copy of the corporate resolution, certified by the Secretary close in
time to the execution of the Agreement,must be provided to City.
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EXHIBIT "A"
SCOPE OF SERVICES
Beneath this sheet.]
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Leighton Consulting, InC. Tuesday, January07,zoZo
A LEIGXTON GROUP COMPANY IR79-613
City of Orange
Public Works Department—Engineering
300 E. Chapman Avenue
Orange, CA 92866
Attention: Mr. Randy Nguyen, PE, Principal Civil Engineer
Subject: QUALIFICATIONS TO PROVIDE DEPUTY INSPECTION SERVICES for
FIRE STATION NO.2 APPARATUS BAY
Leighton Consulting, Inc. is pleased to present this qualifications package in response to the City of Orange's
City) request for deputy inspection and materials testing services on the Fire Station No. 2 Apparatus Bay
project. In this document, we specifically address your qualifications requirements, summarized as follows:
Deep Bench of Multi-Disciplined Special Inspectors: Leighton Consulting, Inc. has a deep bench of
local, appropriately licensed and experienced field and laboratory staff comprehensively trained and
certified for both materials and geotechnical testing, lead and managed by California licensed Civil
Engineers (PEs) and Geotechnical Engineers(GEs). We are well-staffed, giving us the ability to handle a
fairly large fluctuation in workload.
Experienced Leighton Project Manager: Leading our team is Roderick Marcia, a California registered
Civil Engineer(PE),who has managed numerous materials testing and special inspection projects for over
20 years in southern California. Roderick has worked on large-scale construction materials testing and
special inspection projects on essential facilities, such as Buena Park Fire Station No. 61.
Leighton's In-House Laboretories: Our Irvine materials laboratory is approximately nine miles from your
project site, which will make transpoAation and testing quick and easy. If there is a short turn-around for
testing, one of southern California's largest materials testing a d special inspections laboratories is just
nine miles from your projed site. Our in-house laboratories are approved/certified by the AASHTO
Materials Reference Laboratory (AMRL), Caltrans, Division of the State Architect(DSA) and others.
Project Management: Our lead contact for this proposal is:
Roderick Marcia,PE Direct: (949)681-4294 17781 Cowan Irvine, CA 92614
rmarcia@leightongroup.com 866)LEIGHTON,ext.4294
We appreciate the opportunity to present these qualifications and look fonvard to working with your staff and
project teams. If you have any questions, I can be reached at(866) LEIGHTON, directly at the phone
extension or e-mail address listed below.
Respectfully submitted,
LEIGHTON CONSULTING, INC.
j_
N
Roderick Mar.fa., PE
Project Manager/Associate Engineer
E#ension 4294, rmarcia@leightongroup.com
Distribution: (1)digital
17781 Cowan•Irvine, CA92614-6009
949250.1421•949250.1114 Fax
OEPUNINSPERIONSERVICESfm %
FIRESTA710NN0.2APPARATUSBAY id
TABLE OF CONTENTS
EXECUTIVESUMMARY........................................................................................................................1
EXP E R I E N C E........................................................................................................................................4
LEIGHTONSTAFF ................................................................................................................................9
DEPUNINSPERIONSERVICESfor 8,`G
FINE STATION N0.2 APPARATUS BAY `
EXECUTIVE SUMMARY
Leighton Consulting,Inc. (Leighton) provides engineering solutions to
public agencies, property owners,and facilities.Our focus is the physical
Spe-. - Se i• s
sciencesencompassingthegeotechnicalandenvironmentaldisciplines,
especiallyspecialinspectionandmaterialstestingservires.0urproject
teams are struc[ured to provide the correct mix of Professional
Bu i s- Geotechnical Engineers,Civil Engineers, Professional Geologists and
Certified Engineering Geologists, Registered Hydrogeologists, and
e
Certified Inspectors all in Southern California.
S Our Irvine office will serve the City of Orenge (City)through this contrect
p,3. for third party inspection services forthe Fire Station No. 2 Apparatus
Bay, related to materials testing and special inspection services,as
required by City project managers.We are well-qualified and well-
i° - equipped to provide the City with more than half of our 175 total staff
residinginOrangecounty.
P
3 i?- We have a comprehensive understanding of public works projects,
f - having performed materials testing and special inspections for over 20
P a 6 s A r municipal agencies throughou[Orange County. For these public
agencies,we have provided a full spectrum of geotechnical
investigations during design, special inspection and material testing, and
soils observation and testing services during construction.
AI -2 a i e Leighton's qualifications include:
a- .p p A legacy of effective award-winning engineering solutions for
a technically challenging sites
Creating successful projects through a partnering approach
Knowledge of agency requirements
G
The most extensive geotechnical laboratory services,Caltrans-
approved, in California with three locations to serve your inspection
and materials testing needs
QUALITY ASSURANCE/QUALITY CONTROL PROGRAM
On each project, Leighton employs several layers of Quality Assurence procedures to ensure adherence to
the project's goals, budgets and schedules,and to maintain the highest quality technical data. Project
Management Quality is facilitated by Leighton's real-time cost management tools and schedule trecking
progrems. Technical Data Quality is maintained in each work product by Leighton's company-wide Quality
Assurance Program review protocols,and through conformance to City,County and State Agency approved
Quality Assurance Project Plans. Budget status,work progress, and the results of data collected in the field
are conveyed in regular communication from Leighton's Project Manager to the City's designated Point(s) of
Contact. Through constant monitoring of project costs, schedule and results,and through clear
communication, Leighton minimizes change orders and implements well-coordinated, complete projects.
Leighton Pa9e
OEPUTYINSPELTION SERVICESfof !`4
FIRE STATION N0.2 APPARATUS BAY 4sa^.:'
Leighton's Quality Assurance Progrem involves corporate procedures that are strictly applied to all areas of
work. The QA/QC process is a formal internal program that is used for all of our projects. Peer and
management reviews, client reviews/input and step-by-step performance methods are all employed by
Leightori s professional staff in accordance with local,state, and federel guidelines. Our QA/QC system will
be overseen by Mr. Marcia who will ensure that the City will receive a high standard of quality in the team's
work performance.
ADHERENCE TO SCOPE, SCHEDULE, AND BUDGET
Leighton is well-staffed with many locally located offices,and can handle large fluctuations in workload. Our
team can work longer hours or weekends/holidays,or add staff to get more of our work done in a shorter
period of time to meet internal deadlines. In addition,if your project needs extend beyond our scheduled
resources,we can seamlessly access staff and specialty skills from other Leighton office locations, providing
additional personnel who will remain completely under the direction of Mr. Marcia and are able to
contribute to our local work effort.
Leighton's project management software Clearview InFocus is an interective, real-time tool that provides
desktop dashboard resource planning and allocation for project forecasting. We can see what personnel
resources are available (and for how long),and designate them for a project task—now or in the future.
STAFFING ASSIGNMENTS AND PROJECT SCHEDULING
Leighton has been awarded and successfully completed over 7,000 projects in our 58-year history. Our
Project Managers/Task Managers are accustomed to responding to rigorous demands in the field and office,
and know how to anticipate and accommodate fluctuations in staffing needs. We know our staff and their
different strengths and personalities. Our objective is to provide you with the right staff members who can
best execute your project,and who fit well with your project-specific team. Our staff strives to develop a
scope of work that fully addresses project requirements without extraneous effort or needless expenditures.
To achieve project budgets and increase the value provided,we will not"top load" projects with higher-paid
staff,when more cost-effective staff can meet the needs of the project. The 6ottom line is that we will
assemble a project team that can perform the scope of work most efficiently and cost effectively.
Leighton understands that, upon award of contract, principals may not be changed without the approval of
the City. If changing of principals is required,the City will be notified as soon as possible for approval.
Internally,we hold weekly management meetings to forecast our personnel resource utilization. We discuss
current workload and anticipated "notices to proceed"for all on-going and new contracts. As part of this
management,we will be communicating with the City,so we understand what project schedules to
anticipate. This allows us to ensure staff continuitythrough project deliverebles and allows us to solve
conflicts before they arise. We understand the value of personnel continuity for a specific project.
We will fully leverege our office locations to your advantage. Our professional staff has ground rules
established for company-wide support and procedures for successfully delivering geotechnical engineering
services.
Budget/Cost Con[rol Tools
Every project manager at Leighton has access to in-house proprietary project management and financial
software,which allows for near real time monitoring of project budget, helping our Project Managers keep
timely and accurete cost control of their projects. We will communicate with the City as needed, monthly at
a minimum,to discuss project status, agency requirements,schedule, and any anticipated scope changes.
Leighton Pa9e z
DEPU7Y INSPEC710N SERVICES for 4i•FIRE STATION NO.2 APPARATUS BAY q
This provides your staff the tools to manage actual project costs. In addition,to help control project costs,
we will internally review our project staffing on a regular basis for optimal staff.
Technology Tools
Leighton possesses the full arrey of information technology and£eld equipment necessary to successfully
support large-scale,geospatial data-intensive projects such levee and large pipeline design in complex
geologic areas. One of Leighton's unique strengths has been the pioneering use of technology to improve
data quality, reduce costs,and improve productivity.
We utilize proprietary information technology for mapping,visualization and modeling, GPS receivers and
laptop and handheld computers for precise recording of field data and cellular technology for field
communication.We streamline the reporting process by uploading field data and GPS coordinate locations
into the electronic project file remotely. Using GPS coordinates and remote filing,field data is plotted quickly
on electronic base maps.We have used this equipment to accurately locate boring locations, map geologic
features,and verify existing pipelines and other structures.
Leighton's work is supported by our Geomatics group, using enhanced resolution computer graphics to
visually convey results of our studies. Illustrations and report graphics are developed utilizing a variety of
data imaging and geospatial analysis software. Boundaries, delineations,visualizations, and proposed land
uses are compiled and viewed in a GIS platform, using ArcView,AutoCAD Map,and other leading geospatial
software. Maps,site plans, and GIS platforms are created in ArcView 9.x and AutoCAD Map.Such mapping is
particularly useful in communicating with project designers and engineers regarding sensitive resources for
which accurete surface delineations/charecterizations and other accommodations are essential. Combined
with production tools such as our digital large format plotters and high-speed color laser printers,we are
able to provide drewings, reports and maps efficiently.
Our use of field technology and Geomatics department are leading Leighton's use of technology for mapping,
visualization, and 3-D modeling of subsurface data.This significant effort has resulted in the clarification of
the geologic map,enabling our technical and non-technical audiences to clearly see the project site geology.
Project managers use real time project management information software called In-Focus.Our project
managers budget each phase of work and at their desktop,a dashboard keeps them informed of
expenditures to the appropriate level of the project.
Daily Reports—We will use MetaField as a networked and integreted Field Information Management
System (FIMS) and Laboratory Information Management System (LIMS). This completely eliminates the need
for paper in the field, la6oratory and/or office;although we can print out anything you need or want,at any
time for you. Our field staff is equipped with company-provided cell phones, networked laptops,tablets and
Bluetooth printers(for those regulators and clients who still require paper). This system allows us to e-mail
data typically as a PDF,or post data on a web page for your independent and secure access, real time.
Field staff are dispatched using MetaField,which e-mails their assignments to their phone and/or tablet,so
they can see the site location, site-specific contact persons and prior data acquired for that site. All data
acquisition is electronic through a secure cellular network and The Cloud. Field staff either accept or decline
assignments based on their current work backlog,and scheduling is viewed on a MetaField calendar for
project managers to see.
A quality control plan will be implemented specifically for Leightori s activities on this contract,ensuring
assigned personnel are made knowledgeable of, and required to comply with,applicable codes and
standards.The quality control plan will reference the minimum criteria for acceptance to confirm that the
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work inspected, and materials tested by Leighton conform to the respective project's plans and
specifications. Leighton's supervisory personnel will oversee quality assurence for the plan.
EXPERIENCE
Leighton Consulting, Inc. (Leighton) is a California corporetion with over 58 years of experience providing
geotechnical,environmental, and materials testing services.Through developing and implementing creative
solutions,embracing high-tech,timesaving, and accurate tools for our field personnel, Leighton is well known
as an industry leader.
Leighton has, either as a subconsultant or under a contrect,worked for nearly every city in southern
California;for every County;and for other agencies such as water districts. Our understanding of southern
California public agency needs is extensive.We have worked on an as-needed basis for O ange County
Public Works Department, along with the following city clients:
st o =. Oi n
Agoura Hills Alhambra Anaheim * Arcadia
Azusa Bellflower Benicia Beverly Hills
Brea Buena Park Burbank Carson *
Carlsbad Cathedral Ciry Cerritos Chino
Claremont Coachella Colton Corona *
Diamond Bar* Eastvale * Encinitas Fillmore
Fontana Fullerton Glendora * Goleta
Huntington Beach * Indio Industry* Inglewood
Irvine * La Quinta La Verne Laguna Beach
Lake Elsinore Lancaster Lomita Long Beach *
LosAngelesHarborDepartment* LosAngeles * Lynwood Malibu
Menifee *Mission Viejo Montclair Moreno Valley*
Murrieta * Newport Beach Oceanside Ontario
Oxnard Palm Desert Palm Springs Paimdale
Pasadena Placentia Pomona * Poway
Rancho Cucamonga * Rancho Mirege * Riverside San Bernardino
San Clemente San Diego * San Dimas San Juan Capistrano
Santa Ana ' Santa Clarita Santa Monica Seal Beach
Signal Hill Stanton Temecula • Thousand Oaks
Tustin Upland Vista West Hollywood
Westminster Whittier Yorba Linda Yucaipa *
Current on Call Contract
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COUNTY OF ORANGE
AS NEEDED SOILS AND MATERIALS TESTING SERVICES
Leighton has an active on-call contract with County of Orenge for geotechnical consulting, materials testing
and laboratory testing services.We have been providing testing and inspection services to support
improvements of various facilities.We have also been providing technical expertise and specialized field and
laboratory testing to supplement the capabilities of OC Public Works in-house staff and materials laboratory.
Completed and ongoing projec[s within the last five years include:
Materials testing and special inspection for installation of garbage grinders Theo Lacy Facility
Materials testing and special inspection for replacement of emergency generator and ATS equipment at
OC Sheriff Headquarter
Materials testing and special inspection oftenant improvements at OC Sheriff Emergency Operetions
Center at Loma Ridge
GeotechnicalengineeringforslopeinclinometerinstallationforLosTrancosCanyonLandslide
Geotechnical engineering for OC Sheriff Katella Facility Upgredes
Geotechnical engineering for parking lot improvements at OC Sheriff-Coroner Aliso Viejo Station
Geotechnical evaluation of temporery slope protection for Los Trancos Canyon Landslide
Profilogreph and skid testing for Bridge 1 and Bridge 4 of La Pata Avenue Gap Closure Project
Skid testing for Edinger Avenue hridge in Huntington Beach
Unsuitable soil characterization for proposed
Lamhert Road Bikeway
Pavement evaluation and rehabilitation of
Crewford Canyon Road
On-call materials testing of asphalt pavement
materials
Laboratory testing of derrick stone testing for
Santa Ana River protection
Laboretory testing of sand from Santa Ana
River for suitability of reuse
Derrick stone testing forSanta Ana River
Leighton Page 5
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BUENA PARK FIRE STATION 61
SPECIAL INSPECTION AND MATERIALS TESTING SERVICES
The City determined that the 50-year-old
station had significant repair and structural
issues that building a new station was their
best alternative. Located adjacent to Knotts
Berry Farm,the new 18,000 square foot
station will house 36 fire personnel with
dorms,administretion offices and upgreded
amenities.The station would need to stay in A
full service, requiring a temporary station 1
during construction.
Leighton completed a geotechnical exploration to provide subsurface data to develop foundation design.
LiquefaMion analysis of the soil protiles was conducted using CPT data and a site-speci£c peak horizontal
ground acceleretion.We determined that the potentially liquefiable soils are relatively thin and overlain by
relatively thick non-liquefiable material,so surface manifestation of liquefaction in the form of sand boils and
ground fissures is expected to he low. The new fire station was designed to be supported on a shallow, mat
foundation system.
During construction, Leighton provided geotechnical observation and testing of building pad preparation,site
grading,trench backfill,and placement of aggregate base and asphalt concrete. Leighton aiso provided
special inspection and testing of concrete, high strength bolts,fireproofing and welding.
WESTNiINSTER PUBLIC SAFETY BUILDING 8 PARKING STRUCTURE
SPECIAL INSPECTION AND MATERIALS TESTING SERVICES
Leighton provided construction materialstesting
and inspection,geotechnical, and environmental
services for the City of Westminsters new police ?-
facility.The$80-million project included a 911 y
Communications Ceoter,forensic lab, Emergency
Operations Center,Type I jail facility,
i
I,I IIadministrativeworkspace,and a four-level, 631-
stall parking strudure.The 3-story,92,000- i
square-foot police building,which fell under the
jurisdiction of DSA as an essential facility,was
awarded a LEED Silver rating.The 590-space
parking structure serves to accommodate current
and future needs of both the police department
and the Civic Center.
Leighton provided construction materials testing and inspection of concrete, reinforcing steel and tendons,
and mortar and grout.Concrete testing involved reinforced and post-tensioned materials,with compression
testing of concrete specimens performed in accordance to ASTM C39.Shrinkage testing of slab on grade,
deck slabs,and wall concrete were performed according to ASTM C157. Compression testing of masonry
Leighton Page 6
DEPUTY INSPERION SERVICES for ;,:
FIRE STATION N0.2 APPAfiATUS BAY l
prisms, mortar cylinders,and grout prism test specimens were performed in accordance to ASTM E447,
Q80, and C1019.
Inspection of the placement of concrete, reinforcing steel, and tendons was performed by ICC-certified
special inspectors during construction,verifying compliance with the approved plans and specifications.
AWS-certified special inspectors ensured that all welds made during the field erection metjob requirements.
Leighton inspectors provided continuous inspection during all shop structurel welding, including checking
welding adequacy, ability of welder, and procedures. During welding inspection, Leighton inspectors also
verified the installation of high-strength bolts and checked the materials,equipment, and details of
construction and installation procedure.
TUSTIN METROLINK PARKING STRUCTURE
SPECIAL INSPECTION AND fVIATERIALS TESTING SERVICES
The 3.7-acre Tustin Metrolink Station is owned and maintained by the City of Tustin.The Orenge County
Transportation Authority(OCTA) is the lead for the construction of this parking expansion project to meet the
projected demand of increased Metrolink service.The improvements consisted of the construction of an
approximately 248,000-square-foot,five-level, 734-space parking structure;the relocation of existing
utilities;a redesigned bus drop off area and landscape improvements.The reconstructed parking area also
will include 91 surface parking spaces for a total of 824 spaces, nearly tripling the current capacity.
Leighton provided material observation and testing,
special inspections, and soils testing services during
construction in support of OCTA and Ciry of Tustin's
requirements. 0ursoiltechniciansandSpecialDeputy
Inspectors were on site providing full-time and part
i T` time observation and testing on an on-call basis. In an
effort to accommodate the schedule of passing treins
throughout the day,our staff engineer performed
overnight observation of greding and construdion
testing to provide oversight and ensure proper
execution of work.
During construction,our soil technician was on site to ensure the earthworks are performed in compliance
with the geotechnical report.We provided inspection and testing during pile driving inspection,grading,
excavation backfill,paving, and other construction activities,as necessary.
Leighton performed testing of concrete and reinforcing steel,and provided inspection of concrete batch
plant operations.Our inspector also performed inspection and testing for structural masonry, mortar,grout,
reinforcing steel,and structural steel. In addition,special deputy inspection services for welding, high
strength bolts,fireproofing, reinforcing steel, masonry,concrete placement,and pile driving inspection was
also performed.
Leighton Pa9e
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FIRE STATION N0.2 APPARATUS BAY l Il,'pf
IRVINE TRANSPORTATIOfd CENTER PARKING STRUCTURE
SPECIAL INSPECTION AND MATERIALS TESTING SERVICES
The Irvine Transportation Center Parking Structure, located in the Irvine Spec[rum area, is a 3-story structure
providing 1,500 parking spaces on four levels encompassing 490,000 square feet.The$22•8-million facility
includes enhanced pedestrian walkways, improved landscaping, and new trensit-related retail space on the
ground floor of the structure. It is currently served by Amtrak and Metrolink passenger rail services, as well
as being a hub for express, local, and OCTA rail-feeder bus services.
Leighton performed geotechnical observation and testing, and
special inspection and material testing services for the post-
tensioned concrete parking structure, providing ICC and AWS
Certified Special InspeMors as required for field and batch plant
o'
yn inspection.The project scope included concrete, post-tensioned
a . steel/welding, masonry, and batch plant concrete.Sampling and
r_
testing was also conducted on concrete, mortar grout,
prestressed wire, and tensile and bend tests. In addition, Leighton
a_' provided o6servation and testing of asphalt forthe temporary
parking lot used during the construdion of the parking structure.
Funded by OCiA,Caltrans,and the Federal Trensit Administration,the project was built to budget and
completed five weeks ahead of schedule.
Leighton Page 8
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LEIGHTON STAFF
Leighton Consulting, Inc.offers a team of California licensed professionals and local technical staff with
significant experience on as-needed material contracts completing thousands of infrastructure,transportation
and public capital improvement projects throughout southern California.We have the depth of team to work
on multiple sites concurrently meeting your aggressive timelines to complete your projects.
Leighton will work as an extension of your staff providing properly trained and equipped personnel,supported
by three licensed laboratories,field testing capabilities,and engineering technicians to offer a complete range
of engineering and testing services for design and construction of projects.We have all the in-house
capabilities for new pavements,and pavement rehabilitation including three licensed material testing
laboratories and thin-lift asphalt nuclear density gauges,with tablet-based real time data acquisition. Further,
our etttensive geologic knowledge of southern California, including the location of faults,geologic constraints
and other findings from previous studies,will be beneficial as we undertake your projects.
Leighton Pa9e 9
DEPUTYINSPERIONSERVICESfof ?r''C
FIRESTATIONN0.2APPAfiA7U5BAY `
RODERICK MARCIA,PE
LL`
PROJECiMANAGER/ASSOCIATE CivilEngineer-70150
ENGINEER
THOMAS C. BENSON,JR._PE,GE _
PRINCIPAL-IN-CHARGE/QUALIN CivilEngineer-37896
ASSURANCE GeotechnicalEngineer-2091
JOEL BECKHAM -- -- - -- -- __ _ - - - - ---- - ---- --- - - - - - - - - -
FIELD SUPERVISOR/SENIOR ACI Concrete Grade I
ENGINEERING TECHNICIAN Caltrans Test Methods 231,533,539, 540, 556 and 557
City of Irvine Asphalt Special Inspector
KRIS PEREZ
T
ENGINEERING TECHNICIAN ACI Concrete Grede I
Caltrens Test Methods 231,533, 539,540,556 and 557
CPNNuclearGauge
RICK LERITZ ---, --- -----
SPECIALINSPECTOR ACI-FieldTestingTechnicianConcrete-Gradel
ICC-SpeciallnspectorStructurelMasonry
CountyofLosAngeles-SpeciallnspectorMasonry
CountyofLosAngeles-SpeciallnspectorConcrete
ICC-Speciallnspector-LegacyReinforcedConcrete
DSA-InspectorMasonry
California-DO1LiveScan/Fingerprinting
T ._.-- -,T.___ -- _.. _ -- - - -- - - --
STACY WEIMER j
SPECIAL INSPECTOR American Welding Society(AWS) Certified Welding Inspector
CWI), Certificate No.09031191
ICC-Special Inspector Structural Steel &W elding
ICC-Special Inspector Structural Masonry
ICC-Special Inspector Reinforced Concrete
ICC-Special InspectorStructural5teel and Bolting
JAMES'BO'FLACK „-„ ^-J
SPECIAL INSPECTOR American Welding Society(AWS) Certified Welding Inspector
CWIJ, Certificate No. 13092501
ICC-SprayAppliedFireproofing
ICC-Speciallnspector5tructuralSteelandBolting
Leighton Page 10
DEPUTYINSPERIONSERVICESfor 9^'T.
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RODERICK MARCIA, PE
PROJECT MANAGER / ASSOCIATE ENGINEER
Mr. Marcia is a California-registered Professional Engineerwith
EOUCnTION 18 years of experience and has been part of Leighton team for
B5,Civil Engineering, California State over fourteen years. He has worked on heavy civil and
University, Long Beach-1996 transportation projects as Structural Materials Representative
REGISTRATIONS
CA-Civil Engineer-70150
SMR) and Lead Materials Engineering Tester. He is currently
the Engineering Manager of the materials testing and special
TRAINING AND CERTIFICATIONS
inspection group at Leighton. He direds the ope atio s of
CFR 1910.120 OSHA 40-HourTraining Leighton's(3) materials laboratories including testing of soils,
CFR 1910.120 OSHA 8-Hour Refresher
agg egate base, Hot Mix Asphalt(HMA), Portland CementTraining
Confined Space Entry Concrete (PCC), masonry, reinforcing steel; and special
CPN Nuclear Gauge Certificate inspedion activities including reinforced concrete, masonry,and
structural steel welding.
He is responsible for procedural conduM and accuracy in field special inspection and la6oratory testing,
review and evaluation of engineering properties, data reviews(q/QC),and performance of construction
materials; and maintains accreditation with national accredited by AASHTO re:source (formerly AMRL), and
Concrete Cement Research Laboretory(CCRL) certified for aggregates,soils, concrete, cement, masonry, and
metals. He is also Leighton's Division of State Architect (DSA) Laboratory Evaluation Assessment(LEA)
engineering manager.
Structural Materials Representative(SMR) on various structure, highway,and transportation construction
projects in support of the Resident Engineer(RE). As the SMR, he ensured that materials fabricated at the
source (off-site plant) used in construction complied with Contrect Documents;administered source
inspection and testing with the frequencies specified in and for compliance with Source Inspection Quality
Management Plan (SIQMP),Caltrens Standard Specifications,Contract Special Provision, and Construction
Manual;coordinated and supervised material inspection and witness testing with the material source plant,
contractor, RE.; reviewed project submittals including concrete mix designs, precast concrete quality control
plan (PCQCP),shop drawings,welding quality control plan (WQCP), and supporting documents,certificate of
compliance for reinforcing steel, masonry, and fasteners; directed/supervised and provided Quality
Assurence/Acceptance testing of materials including prestressing steel strands,welded and mechanical
splices, masonry,elastomeric bearing pads,joint seals,anchor 6olts,and epoxy-coated bars.
Lead Materials EngineeringTester on various structure, highway,and transportation construction projects in
support of the Resident Engineer(RE). As the Lead Material Engineering Tester, he was responsible in
communicating and coordinating with RE and/or RE's representative for material quality
assurence/acceptance sampling and testing of soils, aggregates, Portland Cement Concrete (PCC) and Hot
Mix Asphalt(HMA);all matters related personnel daily operation and tasks,including, directing, reviewing,
and monitoring,all work performed by the personnel;overseeing,coordinating, and scheduling of personnel.
In addition, he is responsible for laboretory equipment including calibration and maintenance as required for
laboratory certification.
Buena Park Fire Station No. 61,Buena Park,CA.Associate Engineer for special inspections and materials
testing services on new 18,000 square foot station with dorms, administretion offices,and upgraded
amenities.Special inspection and materials testing was performed of concrete, high strength bolts,
fireproofing,and welding.
DEPU7YINSPERIONSERVICESfor u`^Q"
FIRE STATIDN NO.2 APPAPATUS BAY Y`l
a..
Multi-Purpose Buildings for Ocean View Unified Sthool District, Huntington Beach,CA. Staff Engineer.
Project includes modernization and new construction of 4 multi-purpose huildings at 4 different school sites.
Soil improvements such as vibratory stone columns and deep soil mixing were recammended to improve
subsurface conditions and mitigate soil liquefaction and long-term settlements.5pecial inspection and
material testing services provided during construction. Special inspections included soil compaction testing,
concrete sampling, concrete batch plant inspection,field welding, and shop welding inspections.
Horece-Mann K-S School Modernization,Beverly Hills Unified School District, Beverly Hills,CA. LEA
Engineering Manager in charge of Quality Assurance Materials Testing and Special Inspections for the
modernization and construction of the new Classroom Building B on the existing campus.
1-215/Newport Road Interchange Improvements, RCTD,Riverside County,CA.SMR in support of the
reconstruction of existing diamond interchange configuretion,with northbound and southbound loop on-
ramps.The existing bridge was widened to accommodate six through lanes of treffic,deceleretion lanes
approaching the loop on-ramps,outside shoulders for bike lanes and sidewalk on the north side of the
bridge. Acceleration lanes on the mainline freeway were added to the direct on-ramps and a deceleretion
lane was added to the northbound off-ramp.The northbound freeway bridge over Salt Creek was widened to
accommodate the northbound on-remp acceleretion lane. Structurel improvements included overcrossing
bridge widening consisted of cast-in-place prestressed bridge, retaining walls with ground anchor rods, new
sign structures, electrollier poles,and jointed plain concrete pavements.
Perris Valley Line,Metralink Eutension,RCfC, Riverside County,CA. Lead Materials Engineering Tester and
implemented an extension of Metrolink service on existing San Jacinto Branch Line in western Riverside
County owned by RCTC.The project consisted of extensive track rehabilitation, construction of new treck,
construction of new Metrolink Stations, and expansion of the downtown Perris Multimodal Center.
I-215 Widening Central Praject,Scott Raad to Nuevo Road, RCiC,Riverside County,CA.SMR in support of
the construction of the widening 12.5 miles of the I-215 between Scott Road and Nuevo Road adding one
general purpose lane in each direction.Structure improvements included widening of four bridges, and
replacement of two overcrossings, new sign structures, electrollier poles, and jointed plain concrete
pavements.
I-15/Baseline Road Interchange Improvement,SBCTA,San Bernardino County,CA.SMR in support of
reconstruction otthe interchange as a partial cloverleaf configuration. The improvements consisted of
additional lanes to the existing on-remps and off-ramps, and construction of new on-remp loop.Structural
improvements included two cast-in-place prestressed bridges, one precast prestressed bridge, retaining walls
with ground anchor rods, new sign structures, electrollier poles,and jointed plain concrete pavements.
I-30/Tippecanoe Avenue Interchange Improvement,SBCTA,San Bernardino County,CA.SMR in support of
the construction of a new westbound (WB) loop on-ramp, and realignment of the WB off-ramp around a new
WB loop on-ramp. The WB loop on-ramp required widening the existing I-10/Tippecanoe Avenue
Undercrossing bridge.Structurel improvements included overcrossing bridge widening consisted of precast
prestressed bridge, new sign structures,electrollier poles, and jointed plain concrete pavements.
Hunts Lane Overhead/UPRR Grade Separation,SBCTA,Colton,CA. Lead Materials Engineering Tester in
support of construction of the new grede separation between Hunts Lane and the Union Pacific Railroad
UPRR)trecks. To separate traffic from trains,a new Hunts Lane overhead bridge was constructed on the
existing Hunts Lane alignment. The overhead bridge was a single span, cast-in-place, prestressed concrete
box girder approximately 118 feet long and 74-feet wide supported on (6)48-inch CIDH piles at Abutment 1
and (2) 84-inch CIDH piles at Abutment 2.
Leighton Pa9e z
OEPUTYINSPECfIONSERVICESfor '4`C
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eo
THOMAS C. BENSON, JR., PE, GE
PRINCIPAL-IN-CHARGE/QUALITY ASSURANCE
EDUCATION
Mr. Benson has extensive knowledge related to geotechnical
engineering has demonstreted expertise with shoring,
M5,Geotechnical Engineering, dewatering,seismic, liquefaction,slope stability,tunneling, rockUniversityofCalifornia, Berkeley-1982
B5,Civil Engineering, Michigan State
stabilization and soil improvement studies. He has developed
University-1981 geotechnical recommendations for pavements, deep and
REGISTRA710NS shallow foundation systems, remedial grading,shoring for deep
Cn-Geotechnical Engineer-2091 excavations,and mitigation of expansive soils and landslides.
Cn-Civil Engineer-37896 Tom has a broad portfolio of projects for city,county, state, and
NV-Civil Engineer-022539 water agencies;school districts; and commercial developers.
AZ-CivilEngineer-43412
Community Gymnasium,Rancho Cucamonga-Geotechnical
Engineer/Project Manager responsible for final geotechnical
recommendations.Developed a scope of work to provide
sufficient field data for the proposed building.Work included a
field subsurface exploration with percolation tests for infiltration
recommendations. Leighton provided a geotechnical report with
infiltration rates based on San Bernardino County guidelines.
I-15/Base Line Interchange, Rancho Cucamonga-Principal Engineer for source inspection. Reviewed
Caltrens approved Source I spection Quality Management Plan.The I-15/Base Line improvements will realign
and widen both south and northbound diamond ramps,and add a southbound loop on-remp,and
acceleration and deceleration lanes on I-15.
I-15 Express Lanes[PA/ED], Easriale,Jurupa Valley,Ontario, Rancho Cucamonga, Fontana - Principal
ReviewerforCaltrens Preliminary Geotechnical Report,20 Strudure Preliminary Geotechnical Reports, and
Preliminary Materials Report(PMR)for PA/ED alignment alternatives.San Bernardino County Trensportation
Authority proposed high occupancy toll lanes(HOT)on the 15-mile segment of the I-15 from south of SR-60
to Duncan Canyon Road north of SR-210.
Street Rehabilitation Quality Assurance Testing,Pomona—Principal Engineer. Leighton is providing
geotechnical and materials testing and observation services for various street improvement methods
throughout the City of Pomona including Asphalt Rubber Hot Mix overlay,slurry seal,and cold centrel plant
recytling.
District 1,Phase I Water Main Replacement,Pomona-Provided review of proposed scope of work, and
report analysis and recommendations. Report provided the City's civil engineering consultant the
geotechnical recommendations for design of water main replacements.The five disconnected pipeline
segments totaling 6,050 feet was within residential and commercial streets. Results of the tests were used to
determine the subsurfate soil profile for trenching, bedding material,and pipeline and manhole load
recommendations.
I-10 Pepper Avenue Overcrossing,Colton-As Project Director and Geotechnical Engineer, Mr. Benson was
responsible for completion of the Geotechnical Design Report, Foundation Report and Materials Report for
this project. He supervised analysis essential for determining ultimate and allowable axial capacities for the
compression driven steel h-pile pile, and lateral loads and settlement values for Bents on spread footings.
Improvements to the Pepper Avenue interchange were designed to increase circulation on and off the I-10.
Leighton Page 13
DEPUT'INSPERION SERVICES(of :
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d
Designated as an arterial street in the City's traffic plan, improvements would also include the intersection
at Valley Boulevard. Replacement of the existing two lanes to five lanes would increase capacity meeting
the 2045 treffic predications.
I-15 Corridor Improvement Project, Riverside County-Principal-In-Charge responsible for quality control of
geotechnical reports subject for review and approval by design consultants, RCTC and Caltrens D8.
Preliminary Engineering and Environmental Documents were prepared for two alternatives of a 44-mile
alignment from I-15/215 split north to Riverside county line.Two project alternatives were presented adding
one high occupancyvehicle (HOV) lane; and one mixed-flow lane in each direction, or two HOV toll lanes.
Upper Narrows Sewer Pipeline Replacement,Victorville-Geotechnical E gineer for design of emergency
replacement gravity sewer pipeline. During construction, he assisted the construction contrector with
additional rock charecterization required in the project specifications, and choosing the correct tunneling
method through highly foliated granitic rock renging from hard granite to gravelly soils. Replacement of the
damaged interceptor required relocating a 6,440 liner feet sewer alignment through city streets, across a
Caltrens highway,and tunneling 120' under the Upper Narrows,a unique geologic area where impermeable
rock forces the otherwise underground Mojave River to the surface.
Leighton Page 14
OEPUTV INSPERION SERVICES fof ,C
FIRESTATIONN0.2APPARA7USBAY
JOEL BECKHAM
FIELD SUPERVISOR/ SENIOR ENGINEERING TECHNICIAN
TRAINING AND CERTIFICATIONS Before ascending to the role as Field Supervisor, M. Beckham's
ACI Concrete Grade I experience included geotechnical observation and testing for
Caltrans Test Methods 231,533,539, mass and post-grading,observation and testing of backfill
540,556 and 557 placement, as fill thickness and the earthwork for
City of Irvine Asphalt Special Inspector overexcavation and compaction of the building pad, utility
trench backfill,concrete slab-on-grede subgrade preparetion,
and exterior pavement and sidewalk subgrade preparetion.
Currently, he coordinates and expedites field work, assign field
technician personnel to particularjob sites.ensures daily field
reports,field memorenda,maintains field files and maps, and
communicates effectively with developer representatives,civil
inspectors, project managers,and contrectors. Based upon
project needs and sta ng requirements, he will also perform
field geotechnical field observation and testing.
Newpart Beath City Hall, Newport Beath,CA. Field Supervisor and Senior Engineering Technician for the
proposed city hall building and parking structure. Heavy grading which included over 30 feet of cut into
bedrock adjacent to MacArthur Boulevard was performed during construction for the new city hall and
parking structure.Shoring was required to withstand geologic surcharge from bedrock as well as traffic
loading on the roadways. Groundwater mitigation measures was designed as groundwater level was
encountered close to the proposed foundation level.Other structures, including a pedestrian bridge over San
Miguel Drive and retaining structures in the proposed dog park were part of the project.
Citywide Park Improvements,Westminster,CA. Managed third party testing and special inspection for the
improvements of over 20 city parks.Special inspection performed includes reinforced concrete and masonry.
Police Training Facility,Westminster,CA. Provided project management for the material testing and special
inspection for a police training facility. Material testing included concrete, masonry,and adhesive anchors.
Special inspections included concrete, rebar, masonry, and structurel steel.
Corporate Yard,Westminster,CA.This project consisted of the renovation of an existing city yard that
included a new administration building and storage building.Services provided include special inspection for
concrete, rebar,structurel steel field welding, shop welding, and masonry. Services also included the
corresponding laboretory testing for concrete and masonry. Field testing included floor flatness testing of the
concrete floor slab.
Esplanade Street Improvements,Irvine,CA. Field Technician for geotechnical observation and testing during
the construction of street improvements at the Woodbury residential development.Services were provided
on an on-call basis and included geotechnical observation and testing of trench backfill of sewer, domestic
water,and joint utilities,as well as su6gredes for street, curb and gutter, aggregate base,and asphalt
concrete.
Leighton Page 15
DEPUTYINSPERIONSERVICESfor ^F
FIRESTATIONN0.2APPARATUSBAY
KRIS PEREZ
ENGINEERING TECHNICIAN
TRAINING AND CERTIFICATIONS Mr. Perez performs the duties to provide quality assurance and
ACI Concrete Grede I control of geotechnical construction including all phases of
Caltrans Test Methods 231,533,539, Bfading, roadways, and residential projects. He has observed.
540,556 and 557 and tested soil during greding procedures, backfill,sub-6ase and
CPN Nuclear Gauge base operetions. Kris identifies competent soil materials,
prepares daily field reports, writes appropriate field memos,and
maintains field files and maps.
Newport North Phase 2,Irvine Company Retail Properties, Newport Beach,CA. Field Technician. Performed
post grading and onsite observation forthis private retail project for Irvine Company Retail Properties.
Burris Pump Station,Anaheim,CA. Field Technician. Performed onsite observation for the Burris Pump
Station project.
Kelvin,Jamhoree, Residential Development,Irvine,CA. Field Technician. Performed post grading and onsite
observation for this private residential project.
Beacon Parkway,Residential Development,Irvine,CA. Field Technician. Performed post greding and onsite
observation for this private residential project.
RICHARD LERITZ
SPECIALINSPECTOR
REGISTRATIONS
Mr. LeRitz has extensive experience on public works projects
as a special inspector. He has knowledge to successfully
ACI—FieldTestingTechnicianConcrete—
provideconcrete, masonryaswellasGeneralBuildingGradeI
ICC—Special Inspector Structural Masonry Inspection with wOrking knowledge Of the Spetial
County of os nngeles—Special inspeaor requirements of the CBC. He works under strict conformance
Masonry to project specifications and coordinates with the
County of Los Angeles—Special Inspector Construction superintendent or foreman assuring that field
Concrete quality conforms to approved plans,specifications,and codes.
ICC—Speciallnspector—LegacyReinforced
Concrete Police Headquarters,Westminster-Special inspection of
DSA—Inspector Masonry concrete, mortar and grout. Concrete testing involved
California—DOl Live Scan/Fingerprinting reinforced and post-tensioned materials,samples prepared
for compression testing in accordance to ASTM C39.
Public Works Maintenance Vard,San Gabriel-Reinforced concrete structurel testing.Sampled and tagged
reinforcing bars at the rebar fabrication shop for laboratory testing prior to concrete pour.
California High School Stadium,Whittier-Special inspection during construction of field replacement,
ancillary buildings, and visitor's bleachers.
Puente Hills Intermodal Facility Railroad Improvements,City of Industry-Inspection and testing of
concrete,grout,and CMU blocks for sound wall. Modifications to existing reilroad underpass for additional
reil track required a push back of a slope and addition of a soldier beam retaining wall.
Leighton Page 16
DEPUT'INSPERIONSERVICESfar v"^4`g
FIRE STATION N0.2 APPARATUS 8AY `
STACY WEIMER
SPECIALINSPECTOR
Mr.Weimer has extensive experience as inspector of public
REGISTRATIONS works and commercial construction. His responsibilities
American Welding Society(AWS)Certified include overseeing construction management projects for
Welding Inspector(CWI),Certificate No. Welding/bolting, masonry and concrete placement. He gives
09031191
emphasis on quality control and cost savings to his clients. HeICC-Speciallnspector5tructural5teel&
Welding works under strict conformance to project specifications and
ICC-SpeciallnspectorStructuralMasonry oordinateswiththeConstructionsuperintendentorforeman
ICC-Special Inspector Reinforced Concrete during the structural welding of the framing to verify proper
ICC-Special Inspector5tructurel Steel and welding procedures and techniques assuring field quality
Bolting conformed to approved plans,specifications,and codes.
Buena Park Fire Station No. 61,Buena Park,CA.Special inspector and testing ot concrete, high strength
bolts,fireproofing and welding.
City Maintenance Yard,Westminster,CA.Welding Inspector. Inspected structural steel welding during field
assembly.Provided periodic inspection and testing of bolts, including high strength bolts used in erection of
structurel steel.
Olive Street Corporete Vard,Westminster,CA:Senior Special Inspector. Inspected structural steel welding
during field assembly. Identification and continuous inspection of welds made in the field, documenting
inspected welds, listing defective welds and correction of defects.
Alberston's Distribution Center,Irvine-Structural welding inspection ofjoist/girder bridge connections.
Structural bolting inspection of beam to column connections.
JAMES 'BO' FLACK
SPECIALINSPECTOR
Mr. Flack is an experienced inspector, responsi6le for sampling,
REGISTRATIONS testing,and analyzing const uction mate ials for transportation,
American Welding Society(AWS)Water resource, and other projects. He is an AWS Certified Welding
Certified welding inspector(cwp, Inspector and is knowledgeable regarding the inspectio of
Certificate No.13092501
ICC—Spray Applied Fireproofing onStfUCtiOn item5,and sampling and inspection of steel
ICC-Special Inspector Structural reinforcement and concrete placing operation. He holds a 'General-
Steel and eolting B' California contractors license and has many years of construction
and building experience.
Craftan Science Building,Crafton Hills College,CA. Inspector for scope of work that included reinforced
concrete special inspection such as testing of concrete used in construction for the project and providing
inspection at the concrete batch plant.
Physical Education Complex,Crafton Hills College,CA. Inspector for materials inspection and testing during
construction of the new PE complex building
Ontario-Montclair School District,Corona Elementary School,Montclair,CA. Inspector for materials testing
services.
Leighton Pa9e
2019 PROFESSIONAL FEE SCHEDULE
Leighton
CLASSIFICATION IHR CLASSIFICATION IHR
Technician I 78 Project AdministratodWord ProcessodDispatcher 72
Technician II/Special Inspeclor 89 Information Specialist 99
SeniorTechnician/SeniorSpeciallnspector 99 CADOperator 113
P evailingWage(feldsoils/materialstesler)' 129 GISSpecialist 126
PrevailingWage(Speciallnspedor)' 134 GISAnalysl 149
P evailing Wage(Source Inspector,NDT and soil remediation 0&M)' 139 Sta%Engineer/Geologist/Scientist 135
System Operation&Maintenance(0&M)Specialisl 129 Senior Siaff Engineerl Geologist/Scientist/ASMR 149
Non Destmctive Testing(NDT)139 Operations/Laboratory Manager 162
Depuly Inspedor 99 Project Engineer/Geologist/Scientist 167
Field/La6oratory Supervisor 132 Senior Project Engineer/Geologist/Scientist/SMR 185
Source Inspedor 122 Associate 203
City of Los Mgeles Deputy Building(including Grading)Inspeclor 140 Principal 221
See Prevailing Wages in Terms and Conditions
Senior Principal 266
GEOTECHNICAL LABORATORY TESTING
METHOD REST METHOD REST
CLASSIFICATION&INDEX PROPERTIES California Bearing Ratio(CBR,ASTM D1883)—3 poinl
Photograph of sample
3 point 500
Moisture content(ASTM D2216) 2 -
1 point 185
Moisture&density(ASTM D2937)ring samples 30
R-Value(AASHTO T790/ASTM D2844/CTM 301)unVeated 310
Moisture 8 density(ASTM D2937 Shelb lube or cuttin 40
soils/aggregates
Y 9 R-Value(AASHTO T190/ASTM D28441CTM 301)lime or cement 340
Alterberg limits(ASTM D4318)3 points: 150 ireated soils/aggregates
Single point,non-plastic 85
Atterberg limits(organic ASTM D2487/D4318)gp SOIL CHEMISTRY 8 CORROSIVITY
Visual classifcalion as non-plastic(ASTM D2488) p pH Method A(ASTM D4972 or CTM 643) 45
Pa ticle size: Eleclrical resis6vity—single point—as received moisture 45
SIBVO OOIY'I%z IOCfI f0#POO(AASHTO T271FSTM C13filASTM Dfi9131CTM 202J 135 Minimum resistivity 3 moisture conlent poin[s(ASTM G187/CTM 643) 90
L8f9851BVBEIfICIlIO#ZOO(AASHTOT27/ASTMC736/ASTM 6913ICTM202) 175 PH+minimumresistivity(CTM643) 130
Hydrometer only(ASTM D7928) p Sulfate content-gravimetric(CTM 417 B Part 2) 70
Sieve+hydrometer(s3 inch sieve,ASTM 7928) g5 Sulfate content-by ion chromatograph(CTM 417 PaR 2) 80
Percent passing#200 sieve,wash only(ASTM D1140) 7p Sulfate screen(Hach) 30
Specific gravity and absorplion of fine aggregate(AASHTO ys Chloride content(AASHTO T291/CTM 422) 70
T84/ASTM C126/ASTM D854/CTM 207) Chloride content—by ion chromatograph(AASHTO T2911CTM 422) 80
Specific gravity and absorption of coarse aggregate(AASHTO 100 Conosion suite:minimum resistiviTy,sulfate,chloride,pH(CTM 643) 265
T85/ASTM C127/CTM 206) Organic mafler conlent(ASTM D2974) 65
Totalporosity-onShelbyfubesample(calculated) 165
SHEARSTRENGTH
Tolalporosity-onothersample(calculated) 155
pocketpenetrometer 15Shrinkagelimils(wax method,ASTM D4943) Zfi
Direct shear(ASTM D3080,mod.,3 points):Pinhole dispersion(ASTM D4fi47) 2 0
Consolidated undrained-0.05 inch/min(CU) 285Dispersivecharacteristics(double hydrometerASTM D4221) 90
Consolidated drained-<0.05 inch/min(CD) 345As-received moisture&density(chunk/carved samplesJ 60
Sand Equivalent(SE,AASHTO T176/ASTM D2419/CTM 217) 105 Residual shear EM 1110-2-1906-IXA pdce pereacn addiUona pass anershear 50
Remolding or hand Gimming of specimens(3 poinls) 90
COMPACTION&PAVEMENT SUBGRADE TESTS Oriented or block hand trimming(per hour)65
Standard Proctor compaction,(ASTM D698)4 points: Single point shear 105
4 inch diameter mold(Methods A&B) 160 Torsional shear(ASTM D6467/ASTM D7608) 820
6 inch diameter mold(Method C) 2 5 CONSOLIDATION&EXPANSIONISWELL TESTS
Modified Proctor compaction(ASTM D1557)4 points: Consolida6on(ASTM D2435): 1954inchdiametermold(Methods A&B)220
6 inch diameter mold(Method C) 245
Each additional time curve 45
Check point(per point) 65
Each additional load/unload w/o time reading 40
Relative compaction of untrealedlfreated soils/aggregates(CTM 216) 250
Ezpansion Index(EI,ASTM D4829) 130
Relativedensity(0.1ftmold,ASTMD4253,D4254) 235 Swell/collapse—MethodA(nSrMon5aGa,uv IDwad/wioadswrotimear es) 290
Singleloadswell/collapse-MethodBwsrMoasns-s,seatm da aa eo y 105
Fee12019-X www.leightongroup.com PAGE 1 of 4
Leighton Fee Schedule
METHOD REST METHOD SITEST
TRIAXIAL TESTS ITYDRAULIC CONDUCTIVITY TESTS
Unconfined compression strength of cohesive soil 135 Triaxial pertneability in Flexible-wall pertneameter with backpressure 310
with slress/strain plol,ASTM D2166) saturation at one effective stress
Unconsolidaled undrained triaxial compression lest on cohesive soils 170 (EPA 9100/ASTM D5084,falling head Method C):
UU,ASTM D2850,USACE test,per confning stress)Each addifional effective stress 120
Consolidated undrained iriaxial compression test for cohesive soils, 375 -Hand trimming of soil samples for horizontal K 60
CU,ASTM D4767,USACE R-bar test)with back pressure Remolding of test specimens 65
saturation&pore water pressure measurement(perconan ng svess) Permeability of granular soils(ASTM D2434) 135
Consolidated drained iriaxial compression test(CD,USACE S lest), Soil suction(filter paper method,ASTM D5298) 400
with volume change measurement.Price per soil rype below EM
SOIL•CEMENT
1110-2-1906(XJ:
Sand or silty sand soils(per confining slress) 375 Moislure-0ensity curve for soil-cemenl mixtures(ASTM D558) 240
Siltorclayeysandsoils(perconfiningstress) 500 Wet-drydurabilityofsoilcementmi Rures(ASTMD559)' 1,205
Clay soils(per confining siress)705 Compressive sVength of molded soilcement cylinder(ASTM Di633)' 60
Three-stage triazial(sand or silty sand soils) 655 Soil-cement remolded specimen(for shearsvength,consolidation,etc.)' 235
Three-stage triaxial(silt or clayey sand soils) 875 'Compaction(ASTM D558 maximum density)should also be perfortned—
Three-stage triaxial(clay soils) 1,235 not included in above price
Remotding of test specimens 65
CONSTRUCTION MATERIALS LABORATORYTESTING
METHOD REST METHOD SITEST
CONCRETE STRENGTH CHARACTERISTICS AGGREGATE PROPERTIES
Concrete cylinders compression(nsTnt c3s)(e•z i2) p5 Bulk density and voids in aggregales(aasHTo i s nsTM c25iciht2 2) 50
Concrete cylinders compression(nsTM c3v)(4',s)pp Organic impunties in fine aggregale sand nnsHTOTzvnsTM caorc:rM zi3 60
Compression,concrete or masonry cores(testing only)ssm n nsTM caz 40 Rattlervsmaller coarse aggregate<1.5"(ansfiio issiasiM a3v Z00
Tnmmingconcretecrores(percore) pp crMzn)
Flexuralstrengthofconcrete:moi0o amaba m am9,asTMmacTMsaa gg Rattler-largercoarseaggregatel-3"aasero crasTMceas cTMzn 250
Flexural strength of concrete:mPiee am rv i a y,nsrM czsycrM saa gg Apparent specifc gravity of fine aggregate(nnstiio iavnSrM c 2a 130
Nonshrinkgroutcubes(2 nch,nsrMciosicno) 25
CTM208)
Clay lumps,friable paAicles nnsriTornziasTM c 42) 175
Drying shrinkage-four readings,up to 90 days,3 bars(nsrM c s) 400 Dllf2bility IfIdBX(AASHTO T2101ASTM D3744/CTM 229) 200
Length of concrete cores(ciM s3t 40 Moisture conlent of aggregates by oven drying(naSHTo Tzss 40
HOT MIX ASPHALT(HMA)ASTM C5661CTM 226)
Resistance of compac[ed HMA to moisture-induced damage 2,100 Uncompacted void content of fine aggregate(tasriioiaoa 130
AASHTO T283ICTM 371)
ASTM C1257J CTM 234)
Ham6urg Wheel,4 briquettes(modified)(aasriio i324) 900 Percent ot crushed particles(ansHro Ta3siasrM osa2ucTM 2as) 135
Superpave gyratory campaction(nastiTo ia vnsiM o5s25 350 Flat 8 elongated particles in coarse aggregate(nsTnf oa suciM 2as) 215
Extraction by ignition oven,percenl asphalt(a+sHro r3oe/nSrM 150 Cleanness value of coarse aggregate(ciM 227)210
fi307/CTM382) SOundne55,magneSiUm(MSHTOT704/ASTMC88/CTM214)225
IgnitionoVenCoffeCtion/CoffelationValues(MSHTOT308/ASTM 1,350 Soundne55,5odiUrtl(MSHTOT704/ASTMCBB/CTM214) 650
63071CTM 382) MASONRY
Extraction by centrifuge,peroent asphalt(asrM ozi z 150
Modar cylinders(2"by 4",ASTM C780) 25
Gradalion of exUacted aggregate anst+io'r3o nsTnt osaaaicrM 2oz 135
Grout prisms(3"by 6",ASTM C1019) 25
Stabilometer,S-Value(nsrM otsso/CTM 3e6) 265
Biluminous mi Aure preparalion(anSHTo rt3oICTM sa4) gp Masonry cores compression,s6"diameter(testi q aniy,aSTM ca2) 40
MoiSWfe Conlent of HMA(PASHTO T329/ASTM D6037/CTM 370) 60 Masonry core-shear,Title 24(test only) 80
Bulk specifc gravity o(compacted HMA,malded specimen or 50 Veneer bond strenglh,cost for each(s requirea,ns7ht cae2) 55
COfes,unCoated(PASHTO Ti66/ASTM D272fi/CTM 308)
CMU COmpfession t0 SIZe 8°X 8"X 16"(3 required,ASTM C740) 45
Bulk specifc gravity of compacted HMA,molded specimen or 55 CMU moisture content,absorption&unit weight(e requiree,nsrnf c 4o) 40
cores,paraffin-coated(nnsHioi275 nsiMo aeicTM3oe)
CMUlineardryingshnnkage(nsTMca26) 175
Maximumdensity-Hveem(ciMaoe) 200 CMU9f011I0dpf151115(compressiontestsB°xB'xi6",ASTMC7314) 180
Theoretical maximum density and specific gravity of HMA 130 CMU gf011iBd pf15I115(compression test>8'x B'z i6',ASTM C7314) 250
AASHTO T209/ASTM D2041/CTM 309) BRICK
Thickness or height of compacted bituminous paving mixture 4 Compression(cost for each,5 required,ASTM C67) 40
specimens(nsTM o3sa9
Wel track abrasion of slurry seal(ASTM D3910) 150
Rubberized asphalt(add to above rates) 25%
Fee/2019-X www.leightongroup.com PAGE 2 of 4
Leighton Fee Schedule
METHOD ITEST METHOD REST
REINFORCING STEEL SPRAY APPLIED FIREPROOFING
Rebar tensile test up to 5 No. 10 bars(ASTM A370) 45 Unit weight(density,ASTM E605) 60
Rebar tensile tesl>No. 10 bars<_No.17(ASTM A370)100
gEpRING PADSIPLATES AND JOINT 5EALRebarbendtesl,up to 5 No.10 bars(ASTM A370) 45
Rebar bend test>No. 10 bars s No.17(ASTM A370) 150 Elas[omeric bearing pads(Caltrans SS 51-3) 990
Epoxy coated rebaddowel film lhickness(coating)test(ASTM APS) 45 Elaslomeric bearing pad with hardness and compression tests 1230
Epox/coaled rebaddowel continuity(Holiday)test(ASTM A775) 65 Caltrans SS 51-3)
Epmry coated rebar flexibility/bend lest,up to No.11 (ASTM A775) 55 Type A Joint Seals(CalVans SS 51-2)1620
Tensile strength,s100,000 pounds axial load(ASTM A370) 45 Type B Joint Seals(Caltrans SS 51-2)1530
Prestressing wire,tension(ASTM A416) 150 Bearing pla[es(A536) 720
Sample preparation(cutting) 50 STREET LIGHTSISIGNALS
Resistance butt-wetded hoops/bars,up to No. 10(CTM 670) 180 100W HPS Lighting(Callrans RSS 86) 1296
Post-tensioned bars(ASTM A772) 420
SAMPLE TRANSPORT RRIP
Pick-up delivery(weektlays,perinp,<50 mile radius(mm Leightw oRce)90
EQUIPMENT,SUPPLIES 8 MATERIALS
UNIT IUNIT
1/4 inch Grab plates 5 each Mileage(IRS Allowable) 0.58 mile
1/4 inch Tubing(bonded) 0.55 foot Moisture test kit(exdudes laborro pedorm test,ASTM E7907) 60 test
1/4 inch Tubing(single) 0.35 (oot Nuclear moisture and density gauge 88 day
3/8 inch Tubing,clear vinyl 0.55 (oot Pachometer 25 day
4-Gas meter(RKI Eagle or similar)/GEM 2000 130 day Parliculate Monitor 125 day
Air flow meter and purge pump(200 cclmin) 50 day pH/Conduclivity/Temperature meter 55 day
Box of 24 soil drive-sample rings 120 box Photo-lonization Detector(PID) 120 day
Brass sample tubes 10 each Pump,Typhoon 2 or 4 stage 50 day
Caufion tape(10 0-foot roll) 20 each ED bladder pump w/ED control boz 160 day
Combination lock or padlock 11 each uire fee—Phase I only 200 each
Compressed air tank and regulator 50 day Resistivity field meter&pins 50 day
Concrete coring machine(<_6-inchtlia)150 day Slip/ihreaded cap,2-inch or4-inch diameter,Pvcs amaao 15 each
Consumables(gloves,rope,soap,tape,etc.) 35 day Slope inclinometer 200 day
Core sample boxes 11 each Soil sampling T-handle(Encore)10 day
Crack monitor 25 each Soil sampling Uipod 35 day
Cutoff saws,reciprocaling,electnc(Sawzall) 75 day Stainless steel bailer 40 day
Disposable bailers 12 each Submersible pump,l0 gpm,high powered Grundfos 2-inch 160 day
Disposable bladders 10 each with controtler
Dissolved oxygen meter 45 day Submersible pumplUansfer pump, 10-25 gpm 50 day
DOT 55-gallon containment drum with lid 65 drum SuppoR service Wck usage(well installa6on,elc.) 200 day
Double-ring infiltrometer 125 day Survey/fence stakes 8 each
ual-stage interface probe 80 day TedlaR bags 18 each
Dynamic Cone Penetrometer 400 day TraKc cones(525)Ibarricades(single lane) 50 day
Generator,parlahle gasoline fueled,3,500 waHs 90 day Turbidity meter 70 day
Global Positioning System/Laser Range Finder 80 day TyvekO suit(each) 18 each
Handaugersel 90 day Vaporsamplingbox 55 day
HDPE safety fence(<_100 feet)40 roll Vehicle usage(cartying equipment) 20 hour
Horiba U-51 water quality meter 135 day VelociCalc 35 day
Light tower(towable vertical mast) 150 day Vsqueen(20 x 100 feet) 100 roll
Magnehelic gauge 15 day Water level indicator(eledronic well sounder)<300 feet 60 day
Manometer 25 day deepwell
ZIPLEVELO 15 day
Other specialized geotechnical and environmental testing&monitonng equipment are available,and priced per site
Fee/2019-X www.leightongroup.com PAGE 3 of 4
Leighton Fee Schedule
TERMS&CONDITIONS
Expiration: This fee schedule is effective through Insurance 8 Limitation of Liability: These rates are
December 31, 2019 afler which remaining work will be predicated on standard insurance coverage and a limit of
billed at then-current rates. Leighton's liability equal to our total fees for a given
Proposal Expiration: Proposals are valid for at least 30 project.
days, subject to change after 30 days; unless otherwise Invoicing: Invoices are rendered monthly,payable upon
stated in the attached proposal. receipt in United States dollars. A service charge of 1Y-
Prevailing Wages: Our fees for prevailing wage work
percent per month will be charged for late payment.
are based upon California prevailing wage laws and Client Disclosures: Client agrees to provide all
wage determinations. Unless specifically indicated in our information in ClienPs possession about actual or
proposal,costs for apprentice are not included. Ifwe are possible presence of buried utilities and hazardous
required to have an apprentice on your project, you will materials on the project site, prior to fieldwork, and
be notified and additional fees will be charged. agrees to reimburse Leighton for all costs related to
Overtime: Standard overtime rate is per California unanticipated discovery of utilities and/or hazardous
Labor Law and is billed at 1.5 or 2 times their hourly
materials. Client is also responsible for providing safe
billing rate. Overtime rate for non-exempt field personnel
and legal access to the project site for all Leighton field
working on a Leighton observed holiday is billed at 2 Personnel.
times their hourly billing rate. Overtime rate for Prevailing EaRh Material Samples: Quoted testing unit rates are
wage work is per the California Department of Industrial for soil and/or rock (earth) samples free of hazardous
Relations (DIR) determination and is multiplied at 1.5 to materials. Additional costs will accrue beyond these
2 times their hourly billing rate. standard testing unit rates for handling, testing andlor
disposing of soil and/or rock containing hazardousExpertWitnessTime: ExpeR witness deposition and materials. Hazardous materials will be returned to the
testimony will be charged at 2 times hourly rates listed on site or the site owner's designated representative at
the previous pages,with a minimum charge of four hours additional cost not included in listed unit rates. Standard
per day.turn-around time for geotechnical-laboratory test results
Minimum Field Hourly Charges: For Field Technicians, is 10 working days. Samples will be stored for 2 months,
Special Inspectors or any on-site (field) materials testing after which they will be discarded. Prior documented
services: notification is required if samples need to be stored for a
4 hours: 4hour minimum charge up to the first four longer time. A monthly storage fee of$10 per bag and
hours of work 5 per sleeve or tube will be applied. Quoted unit rates
8 hours: 8-hour minimum charge for over four hours of are only for earth materials sampled in the United States.
work, up to eight hours.There may be additional cost for handling imported
Project time accrued includes portal to portal travel time. samples.
Outside Direct Costs: Heavy equipment,subcontractor Construction Material Samples: After all designated
fees and expenses, project-specific permits andlor 28-day breaks for a given sample set meet specified
licenses, project-specific supplemental insurance,travel, compressive or other client-designated strength, all
subsistence, project-specific parking charges, shipping, hold" cylinders or specimens will be automatically
reproduction, and other reimbursable expenses will be disposed of,unless specified in writing priorto the 28-day
invoiced at cost plus 18%, unless billed directly to and break. All other construction materials will be disposed
paid by client. of after completion of testing and reporting
Fee/2019 mvw.leightongroup.com PAGE 4 of 4