CC SR 20190319 G - PVDS Road RealignmentRANCHO PALOS VERDES CITY COUNCIL MEETING DATE: 03/19/2019
AGENDA REPORT AGENDA HEADING: Consent Calendar
AGENDA DESCRIPTION:
Consideration and possible action to award a Professional Services Agreement to Geo-
Logic Associates, Inc. for design services associated with Palos Verdes Drive South
Realignment, at the east end of the Portuguese Bend Landslide.
RECOMMENDED COUNCIL ACTION:
1) Award a professional services agreement to Geo-Logic Associates, Inc., for
engineering design services for Palos Verdes Drive South Realignment Project,
in the not-to-exceed amount of $121,086; and,
2) Authorize the Mayor and City Clerk to execute the Professional Services
Agreement, subject to approval as to form by the City Attorney.
FISCAL IMPACT: The recommended action will result in a total authorized
expenditure of up to $121,086. The funding necessary to complete this work is
budgeted in the approved budget within the Capital Improvement Program Fund
Balance.
Amount Budgeted: $150,000
Additional Appropriation: $0
Account Number(s): 330-400-8301-8005
ORIGINATED BY: Nasser Razepoor, PE, Associate Civil Engineer
REVIEWED BY: Elias Sassoon, PE, Director of Public Works
APPROVED BY: Doug Willmore, City Manager
ATTACHED SUPPORTING DOCUMENTS:
A. Professional Services Agreement with Geo-Logic Associates (page A-1)
B. Geo-Logic Associates Proposal (page B-1)
C. Photograph of the east end of Roadway through Landslide (page C-1)
BACKGROUND AND DISCUSSION:
The City Council has previously approved this CIP project and authorized $150,000 for
the design in the Fiscal Year 2018/19 budget.
Due to land movement associated with the Portuguese Bend Landslide, the roadway, at
the east end of the landslide, has deformed resembling an “S” configuration (see
Attachment C) and has encroached onto private property. This deformation is the result
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of the roadway crossing over the eastern boundary of the Portuguese Bend Landslide
where the land to the west is moving at a much greater rate than the land to the east.
The alignment of the new roadway will consist of a double reverse curve with higher
radii which would allow a safer transition across the landslide boundary. The new
alignment will create a safer route for motorists as they enter the landslide.
The realigned portion of the roadway will be designed with adequate side slopes and
associated embankments for a length of about 800 to 1,000 feet. The existing sanitary
sewer line south of the roadway will remain in place. Furthermore, as part of the project
the Consultant will be performing a drainage study of the area and will design the
necessary underground drainage culvert, which will allow currently trapped drainage to
be conveyed to the south (ocean side) of the road. This project will include the hydraulic
and hydrology analysis, and the structural analysis and design of the drainage culvert.
Daniel B. Stephens & Associates is currently providing design services for Portuguese
Bend Landslide Mediation Work. Accordingly, to maximize economies of scale, Staff
requested a proposal from to Daniel B. Stephens & Associates (a wholly owned
subsidiary of Geo-Logic Associates) for these design services. Geo-Logic Associates
responded to Staff’s request. Staff reviewed the proposal and determined that Geo-
Logic Associates is suitable to deliver this project.
Staff recommends selecting Geo-Logic Associates to provide complete professional
services required to design the realignment of Palos Verdes Drive South (PVDS).
The scope of the design includes the following tasks:
Perform survey, and review existing records and field inventory
Perform geotechnical and environmental field services and provide reports
Develop a conceptual design and a geotechnical design report.
Develop detailed design drawings with construction notes, structural engineering
as needed, special provisions, technical specifications, and engineer’s estimate.
Provide support during bid and permitting process
Attend up to 4 meetings including project kickoff meeting, committee and
progress meetings (selection of design concept, design ideas presentation, etc.)
The deliverable will be a well-vetted set of plans, specifications, engineer’s estimate and
reports for the design of the PVDS realignment.
ALTERNATIVES:
In addition to the Staff recommendations, the following alternative action is available for
the City Council’s consideration:
1. Take other action as deemed appropriate by the City Council.
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01203.0006/524815.8 1
CONTRACT SERVICES AGREEMENT
By and Between
CITY OF RANCHO PALOS VERDES
and
GEO-LOGIC ASSOCIATES, INC.
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01203.0006/524815.8
AGREEMENT FOR CONTRACT SERVICES
BETWEEN THE CITY OF RANCHO PALOS VERDES AND
GEO-LOGIC ASSOCIATES, INC.
THIS AGREEMENT FOR CONTRACT SERVICES (herein “Agreement”) is made and
entered into this 19th day of March, 2019 by and between the City of Rancho Palos Verdes, a
California municipal corporation (“City”) and Geo-Logic Associates, Inc., a California
corporation (“Consultant”). City and Consultant may be referred to, individually or collectively,
as “Party” or “Parties.”
RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the
performance of the services defined and described particularly in Article 1 of this Agreement.
B. Consultant, following submission of a proposal or bid for the performance of the
services defined and described particularly in Article 1 of this Agreement, was selected by the
City to perform those services.
C. Pursuant to the City of Rancho Palos Verdes’ Municipal Code, City has authority
to enter into and execute this Agreement.
D. The Parties desire to formalize the selection of Consultant for performance of
those services defined and described particularly in Article 1 of this Agreement and desire that
the terms of that performance be as particularly defined and described herein.
OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by
the Parties and contained herein and other consideration, the value and adequacy of which are
hereby acknowledged, the parties agree as follows:
ARTICLE 1. SERVICES OF CONSULTANT
1.1 Scope of Services.
In compliance with all terms and conditions of this Agreement, the Consultant shall
provide those services specified in the “Scope of Services” attached hereto as Exhibit “A” and
incorporated herein by this reference, which may be referred to herein as the “services” or
“work” hereunder. As a material inducement to the City entering into this Agreement, Consultant
represents and warrants that it has the qualifications, experience, and facilities necessary to
properly perform the services required under this Agreement in a thorough, competent, and
professional manner, and is experienced in performing the work and services contemplated
herein. Consultant shall at all times faithfully, competently and to the best of its ability,
experience and talent, perform all services described herein. Consultant covenants that it shall
follow the highest professional standards in performing the work and services required hereunder
and that all materials will be both of good quality as well as fit for the purpose intended. For
purposes of this Agreement, the phrase “highest professional standards” shall mean those
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standards of practice recognized by one or more first-class firms performing similar work under
similar circumstances.
1.2 Consultant’s Proposal.
The Scope of Service shall include the Consultant’s scope of work or bid which shall be
incorporated herein by this reference as though fully set forth herein. In the event of any
inconsistency between the terms of such proposal and this Agreement, the terms of this
Agreement shall govern.
1.3 Compliance with Law.
Consultant shall keep itself informed concerning, and shall render all services hereunder
in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any
Federal, State or local governmental entity having jurisdiction in effect at the time service is
rendered.
1.4 California Labor Law.
If the Scope of Services includes any “public work” or “maintenance work,” as those
terms are defined in California Labor Code section 1720 et seq. and California Code of
Regulations, Title 8, Section 16000 et seq., and if the total compensation is $1,000 or more,
Consultant shall pay prevailing wages for such work and comply with the requirements in
California Labor Code section 1770 et seq. and 1810 et seq., and all other applicable laws,
including the following requirements:
(a) Public Work. The Parties acknowledge that some or all of the work to be
performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and
that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1
(commencing with Section 1720) of the California Labor Code relating to public works contracts
and the rules and regulations established by the Department of Industrial Relations (“DIR”)
implementing such statutes. The work performed under this Agreement is subject to compliance
monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by
regulation.
(b) Prevailing Wages. Contractor shall pay prevailing wages to the extent
required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the
prevailing rate of per diem wages are on file at City Hall and will be made available to any
interested party on request. By initiating any work under this Agreement, Contractor
acknowledges receipt of a copy of the Department of Industrial Relations (DIR) determination of
the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job
site where work is performed under this Agreement.
(c) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with
and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment
of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The
Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar
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day, or portion thereof, for each worker paid less than the prevailing rates as determined by the
DIR for the work or craft in which the worker is employed for any public work done pursuant to
this Agreement by Contractor or by any subcontractor.
(d) Payroll Records. Contractor shall comply with and be bound by the
provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to:
keep accurate payroll records and verify such records in writing under penalty of perjury, as
specified in Section 1776; certify and make such payroll records available for inspection as
provided by Section 1776; and inform the City of the location of the records.
(e) Apprentices. Contractor shall comply with and be bound by the provisions
of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8,
Section 200 et seq. concerning the employment of apprentices on public works projects.
Contractor shall be responsible for compliance with these aforementioned Sections for all
apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall
provide City with a copy of the information submitted to any applicable apprenticeship program.
Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of
its subcontractors shall submit to the City a verified statement of the journeyman and apprentice
hours performed under this Agreement.
(f) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor
constitutes a legal day’s work. Contractor shall comply with and be bound by Labor Code
Section 1810.
(g) Penalties for Excess Hours. Contractor shall comply with and be bound by
the provisions of Labor Code Section 1813 concerning penalties for workers who work excess
hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each
worker employed in the performance of this Agreement by the Contractor or by any
subcontractor for each calendar day during which such worker is required or permitted to work
more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week
in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code.
Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of
eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public
work upon compensation for all hours worked in excess of 8 hours per day at not less than one
and one-half (1½) times the basic rate of pay.
(h) Workers’ Compensation. California Labor Code Sections 1860 and 3700
provide that every employer will be required to secure the payment of compensation to its
employees if it has employees. In accordance with the provisions of California Labor Code
Section 1861, Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require
every employer to be insured against liability for workers’ compensation or to
undertake self-insurance in accordance with the provisions of that code, and I will
comply with such provisions before commencing the performance of the work of
this contract.”
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Contractor’s Authorized Initials ________
(i) Contractor’s Responsibility for Subcontractors. For every subcontractor
who will perform work under this Agreement, Contractor shall be responsible for such
subcontractor’s compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720)
of the California Labor Code, and shall make such compliance a requirement in any contract with
any subcontractor for work under this Agreement. Contractor shall be required to take all actions
necessary to enforce such contractual provisions and ensure subcontractor’s compliance,
including without limitation, conducting a review of the certified payroll records of the
subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to
pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take
corrective action to halt or rectify any such failure by any subcontractor.
1.5 Licenses, Permits, Fees and Assessments.
Consultant shall obtain at its sole cost and expense such licenses, permits and approvals
as may be required by law for the performance of the services required by this Agreement.
Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus
applicable penalties and interest, which may be imposed by law and arise from or are necessary
for the Consultant’s performance of the services required by this Agreement, and shall
indemnify, defend and hold harmless City, its officers, employees or agents of City, against any
such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City
hereunder.
1.6 Familiarity with Work.
By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly
investigated and considered the scope of services to be performed, (ii) has carefully considered
how the services should be performed, and (iii) fully understands the facilities, difficulties and
restrictions attending performance of the services under this Agreement. If the services involve
work upon any site, Consultant warrants that Consultant has or will investigate the site and is or
will be fully acquainted with the conditions there existing, prior to commencement of services
hereunder. Should the Consultant discover any latent or unknown conditions, which will
materially affect the performance of the services hereunder, Consultant shall immediately inform
the City of such fact and shall not proceed except at Consultant’s risk until written instructions
are received from the Contract Officer.
1.7 Care of Work.
The Consultant shall adopt reasonable methods during the life of the Agreement to
furnish continuous protection to the work, and the equipment, materials, papers, documents,
plans, studies and/or other components thereof to prevent losses or damages, and shall be
responsible for all such damages, to persons or property, until acceptance of the work by City,
except such losses or damages as may be caused by City’s own negligence.
1.8 Further Responsibilities of Parties.
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Both parties agree to use reasonable care and diligence to perform their respective
obligations under this Agreement. Both parties agree to act in good faith to execute all
instruments, prepare all documents and take all actions as may be reasonably necessary to carry
out the purposes of this Agreement. Unless hereafter specified, neither party shall be responsible
for the service of the other.
1.9 Additional Services.
City shall have the right at any time during the performance of the services, without
invalidating this Agreement, to order extra work beyond that specified in the Scope of Services
or make changes by altering, adding to or deducting from said work. No such extra work may be
undertaken unless a written order is first given by the Contract Officer to the Consultant,
incorporating therein any adjustment in (i) the Contract Sum for the actual costs of the extra
work, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the
written approval of the Consultant. Any increase in compensation of up to ten percent (10%) of
the Contract Sum or $25,000, whichever is less; or, in the time to perform of up to one hundred
eighty (180) days, may be approved by the Contract Officer. Any greater increases, taken either
separately or cumulatively, must be approved by the City Council. It is expressly understood by
Consultant that the provisions of this Section shall not apply to services specifically set forth in
the Scope of Services. Consultant hereby acknowledges that it accepts the risk that the services to
be provided pursuant to the Scope of Services may be more costly or time consuming than
Consultant anticipates and that Consultant shall not be entitled to additional compensation
therefor. City may in its sole and absolute discretion have similar work done by other contractors.
No claims for an increase in the Contract Sum or time for performance shall be valid unless the
procedures established in this Section are followed.
1.10 Special Requirements.
Additional terms and conditions of this Agreement, if any, which are made a part hereof
are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated
herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any
other provisions of this Agreement, the provisions of Exhibit “B” shall govern.
ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.
2.1 Contract Sum.
Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the
amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and
incorporated herein by this reference. The total compensation, including reimbursement for
actual expenses, shall not exceed One Hundred Twenty One Thousand Six Hundred Forty
Six Dollars ($121,646) (the “Contract Sum”), unless additional compensation is approved
pursuant to Section 1.9.
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2.2 Method of Compensation.
The method of compensation may include: (i) a lump sum payment upon completion; (ii)
payment in accordance with specified tasks or the percentage of completion of the services, less
contract retention; (iii) payment for time and materials based upon the Consultant’s rates as
specified in the Schedule of Compensation, provided that (a) time estimates are provided for the
performance of sub tasks, (b) contract retention is maintained, and (c) the Contract Sum is not
exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.
2.3 Reimbursable Expenses.
Compensation may include reimbursement for actual and necessary expenditures for
reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in
advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5,
and only if specified in the Schedule of Compensation. The Contract Sum shall include the
attendance of Consultant at all project meetings reasonably deemed necessary by the City.
Coordination of the performance of the work with City is a critical component of the services. If
Consultant is required to attend additional meetings to facilitate such coordination, Consultant
shall not be entitled to any additional compensation for attending said meetings.
2.4 Invoices.
Each month Consultant shall furnish to City an original invoice for all work performed
and expenses incurred during the preceding month in a form approved by City’s Director of
Finance. By submitting an invoice for payment under this Agreement, Consultant is certifying
compliance with all provisions of the Agreement. The invoice shall detail charges for all
necessary and actual expenses by the following categories: labor (by sub-category), travel,
materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be
detailed by such categories. Consultant shall not invoice City for any duplicate services
performed by more than one person.
City shall independently review each invoice submitted by the Consultant to determine
whether the work performed and expenses incurred are in compliance with the provisions of this
Agreement. Except as to any charges for work performed or expenses incurred by Consultant
which are disputed by City, or as provided in Section 7.3, City will use its best efforts to cause
Consultant to be paid within forty-five (45) days of receipt of Consultant’s correct and
undisputed invoice; however, Consultant acknowledges and agrees that due to City warrant run
procedures, the City cannot guarantee that payment will occur within this time period. In the
event any charges or expenses are disputed by City, the original invoice shall be returned by City
to Consultant for correction and resubmission. Review and payment by City for any invoice
provided by the Consultant shall not constitute a waiver of any rights or remedies provided
herein or any applicable law.
2.5 Waiver.
Payment to Consultant for work performed pursuant to this Agreement shall not be
deemed to waive any defects in work performed by Consultant.
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ARTICLE 3. PERFORMANCE SCHEDULE
3.1 Time of Essence.
Time is of the essence in the performance of this Agreement.
3.2 Schedule of Performance.
Consultant shall commence the services pursuant to this Agreement upon receipt of a
written notice to proceed and shall perform all services within the time period(s) established in
the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this
reference. When requested by the Consultant, extensions to the time period(s) specified in the
Schedule of Performance may be approved in writing by the Contract Officer but not exceeding
one hundred eighty (180) days cumulatively.
3.3 Force Majeure.
The time period(s) specified in the Schedule of Performance for performance of the
services rendered pursuant to this Agreement shall be extended because of any delays due to
unforeseeable causes beyond the control and without the fault or negligence of the Consultant,
including, but not restricted to, acts of God or of the public enemy, unusually severe weather,
fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes,
wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant
shall within ten (10) days of the commencement of such delay notify the Contract Officer in
writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of
delay, and extend the time for performing the services for the period of the enforced delay when
and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s
determination shall be final and conclusive upon the parties to this Agreement. In no event shall
Consultant be entitled to recover damages against the City for any delay in the performance of
this Agreement, however caused, Consultant’s sole remedy being extension of the Agreement
pursuant to this Section.
3.4 Term.
Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement
shall continue in full force and effect until completion of the services but not exceeding one year
from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit
“D”). City, in its sole discretion, may extend the Term for one additional one-year term.
ARTICLE 4. COORDINATION OF WORK
4.1 Representatives and Personnel of Consultant.
The following principals of Consultant (“Principals”) are hereby designated as being the
principals and representatives of Consultant authorized to act in its behalf with respect to the
work specified herein and make all decisions in connection therewith:
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Neven Matasovic, PhD, PE, GE Principal
(Name) (Title)
Alan Witthoeft, PE, GE Project Engineer III
(Name) (Title)
It is expressly understood that the experience, knowledge, capability and reputation of the
foregoing principals were a substantial inducement for City to enter into this Agreement.
Therefore, the foregoing principals shall be responsible during the term of this Agreement for
directing all activities of Consultant and devoting sufficient time to personally supervise the
services hereunder. All personnel of Consultant, and any authorized agents, shall at all times be
under the exclusive direction and control of the Principals. For purposes of this Agreement, the
foregoing Principals may not be replaced nor may their responsibilities be substantially reduced
by Consultant without the express written approval of City. Additionally, Consultant shall utilize
only competent personnel to perform services pursuant to this Agreement. Consultant shall make
every reasonable effort to maintain the stability and continuity of Consultant’s staff and
subcontractors, if any, assigned to perform the services required under this Agreement.
Consultant shall notify City of any changes in Consultant’s staff and subcontractors, if any,
assigned to perform the services required under this Agreement, prior to and during any such
performance.
4.2 Status of Consultant.
Consultant shall have no authority to bind City in any manner, or to incur any obligation,
debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless
such authority is expressly conferred under this Agreement or is otherwise expressly conferred in
writing by City. Consultant shall not at any time or in any manner represent that Consultant or
any of Consultant’s officers, employees, or agents are in any manner officials, officers,
employees or agents of City. Neither Consultant, nor any of Consultant’s officers, employees or
agents, shall obtain any rights to retirement, health care or any other benefits which may
otherwise accrue to City’s employees. Consultant expressly waives any claim Consultant may
have to any such rights.
4.3 Contract Officer.
The Contract Officer shall be Ron Dragoo, City Engineer, or Nasser Razepoor, Associate
Civil Engineer, or such person as may be designated by the City Manager. It shall be the
Consultant’s responsibility to assure that the Contract Officer is kept informed of the progress of
the performance of the services and the Consultant shall refer any decisions which must be made
by City to the Contract Officer. Unless otherwise specified herein, any approval of City required
hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have
authority, if specified in writing by the City Manager, to sign all documents on behalf of the City
required hereunder to carry out the terms of this Agreement.
4.4 Independent Consultant.
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Neither the City nor any of its employees shall have any control over the manner, mode or
means by which Consultant, its agents or employees, perform the services required herein, except
as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or
control of Consultant’s employees, servants, representatives or agents, or in fixing their number,
compensation or hours of service. Consultant shall perform all services required herein as an
independent contractor of City and shall remain at all times as to City a wholly independent
contractor with only such obligations as are consistent with that role. Consultant shall not at any
time or in any manner represent that it or any of its agents or employees are agents or employees
of City. City shall not in any way or for any purpose become or be deemed to be a partner of
Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise
with Consultant.
4.5 Prohibition Against Subcontracting or Assignment.
The experience, knowledge, capability and reputation of Consultant, its principals and
employees were a substantial inducement for the City to enter into this Agreement. Therefore,
Consultant shall not contract with any other entity to perform in whole or in part the services
required hereunder without the express written approval of the City. In addition, neither this
Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or
encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise,
without the prior written approval of City. Transfers restricted hereunder shall include the
transfer to any person or group of persons acting in concert of more than twenty five percent
(25%) of the present ownership and/or control of Consultant, taking all transfers into account on
a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy
proceeding, this Agreement shall be void. No approved transfer shall release the Consultant or
any surety of Consultant of any liability hereunder without the express consent of City.
ARTICLE 5. INSURANCE AND INDEMNIFICATION
5.1 Insurance Coverages.
Without limiting Consultant’s indemnification of City, and prior to commencement of
any services under this Agreement, Consultant shall obtain, provide and maintain at its own
expense during the term of this Agreement, policies of insurance of the type and amounts
described below and in a form satisfactory to City.
(a) General liability insurance. Consultant shall maintain commercial general
liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in
an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily
injury, personal injury, and property damage. The policy must include contractual liability that
has not been amended. Any endorsement restricting standard ISO “insured contract” language
will not be accepted.
(b) Automobile liability insurance. Consultant shall maintain automobile
insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury
and property damage for all activities of the Consultant arising out of or in connection with
Services to be performed under this Agreement, including coverage for any owned, hired, non-
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owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each
accident.
(c) Professional liability (errors & omissions) insurance. Consultant shall
maintain professional liability insurance that covers the Services to be performed in connection
with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any
policy inception date, continuity date, or retroactive date must be before the effective date of this
Agreement and Consultant agrees to maintain continuous coverage through a period no less than
three (3) years after completion of the services required by this Agreement.
(d) Workers’ compensation insurance. Consultant shall maintain Workers’
Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at
least $1,000,000).
(e) Subcontractors. Consultant shall include all subcontractors as insureds
under its policies or shall furnish separate certificates and certified endorsements for each
subcontractor. All coverages for subcontractors shall include all of the requirements stated
herein.
(f) Additional Insurance. Policies of such other insurance, as may be required
in the Special Requirements in Exhibit “B”.
5.2 General Insurance Requirements.
(a) Proof of insurance. Consultant shall provide certificates of insurance to
City as evidence of the insurance coverage required herein, along with a waiver of subrogation
endorsement for workers’ compensation. Insurance certificates and endorsements must be
approved by City’s Risk Manager prior to commencement of performance. Current certification
of insurance shall be kept on file with City at all times during the term of this Agreement. City
reserves the right to require complete, certified copies of all required insurance policies, at any
time.
(b) Duration of coverage. Consultant shall procure and maintain for the
duration of this Agreement insurance against claims for injuries to persons or damages to
property, which may arise from or in connection with the performance of the Services hereunder
by Consultant, its agents, representatives, employees or subConsultants.
(c) Primary/noncontributing. Coverage provided by Consultant shall be
primary and any insurance or self-insurance procured or maintained by City shall not be required
to contribute with it. The limits of insurance required herein may be satisfied by a combination of
primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be
endorsed to contain a provision that such coverage shall also apply on a primary and non-
contributory basis for the benefit of City before the City’s own insurance or self-insurance shall
be called upon to protect it as a named insured.
(d) City’s rights of enforcement. In the event any policy of insurance required
under this Agreement does not comply with these specifications or is canceled and not replaced,
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City has the right but not the duty to obtain the insurance it deems necessary and any premium
paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient
to pay premium from Consultant payments. In the alternative, City may cancel this Agreement.
(e) Acceptable insurers. All insurance policies shall be issued by an insurance
company currently authorized by the Insurance Commissioner to transact business of insurance
or that is on the List of Approved Surplus Line Insurers in the State of California, with an
assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger)
in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by
the City’s Risk Manager.
(f) Waiver of subrogation. All insurance coverage maintained or procured
pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or
appointed officers, agents, officials, employees and volunteers or shall specifically allow
Consultant or others providing insurance evidence in compliance with these specifications to
waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery
against City, and shall require similar written express waivers and insurance clauses from each of
its subConsultants.
(g) Enforcement of contract provisions (non-estoppel). Consultant
acknowledges and agrees that any actual or alleged failure on the part of the City to inform
Consultant of non-compliance with any requirement imposes no additional obligations on the
City nor does it waive any rights hereunder.
(h) Requirements not limiting. Requirements of specific coverage features or
limits contained in this section are not intended as a limitation on coverage, limits or other
requirements, or a waiver of any coverage normally provided by any insurance. Specific
reference to a given coverage feature is for purposes of clarification only as it pertains to a given
issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other
coverage, or a waiver of any type. If the Consultant maintains higher limits than the minimums
shown above, the City requires and shall be entitled to coverage for the higher limits maintained
by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of
insurance and coverage shall be available to the City.
(i) Notice of cancellation. Consultant agrees to oblige its insurance agent or
broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for
nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each
required coverage.
(j) Additional insured status. General liability policies shall provide or be
endorsed to provide that City and its officers, officials, employees, and agents, and volunteers
shall be additional insureds under such policies. This provision shall also apply to any
excess/umbrella liability policies.
(k) Prohibition of undisclosed coverage limitations. None of the coverages
required herein will be in compliance with these requirements if they include any limiting
endorsement of any kind that has not been first submitted to City and approved of in writing.
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(l) Separation of insureds. A severability of interests provision must apply for
all additional insureds ensuring that Consultant’s insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the insurer’s limits of
liability. The policy(ies) shall not contain any cross-liability exclusions.
(m) Pass through clause. Consultant agrees to ensure that its subconsultants,
subcontractors, and any other party involved with the project who is brought onto or involved in
the project by Consultant, provide the same minimum insurance coverage and endorsements
required of Consultant. Consultant agrees to monitor and review all such coverage and assumes
all responsibility for ensuring that such coverage is provided in conformity with the requirements
of this section. Consultant agrees that upon request, all agreements with Consultants,
subcontractors, and others engaged in the project will be submitted to City for review.
(n) Agency’s right to revise specifications. The City reserves the right at any
time during the term of the contract to change the amounts and types of insurance required by
giving the Consultant ninety (90) days advance written notice of such change. If such change
results in substantial additional cost to the Consultant, the City and Consultant may renegotiate
Consultant’s compensation.
(o) Self-insured retentions. Any self-insured retentions must be declared to
and approved by City. City reserves the right to require that self-insured retentions be eliminated,
lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these
specifications unless approved by City.
(p) Timely notice of claims. Consultant shall give City prompt and timely
notice of claims made or suits instituted that arise out of or result from Consultant’s performance
under this Agreement, and that involve or may involve coverage under any of the required
liability policies.
(q) Additional insurance. Consultant shall also procure and maintain, at its
own cost and expense, any additional kinds of insurance, which in its own judgment may be
necessary for its proper protection and prosecution of the work.
5.3 Indemnification.
To the full extent permitted by law, Consultant agrees to indemnify, defend and hold
harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will
hold and save them and each of them harmless from, any and all actions, either judicial,
administrative, arbitration or regulatory claims, damages to persons or property, losses, costs,
penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims
or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in
connection with the negligent performance of the work, operations or activities provided herein
of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or
entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or
indemnitors’ reckless or willful misconduct, or arising from Consultant’s or indemnitors’
negligent performance of or failure to perform any term, provision, covenant or condition of this
Agreement, and in connection therewith:
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(a) Consultant will defend any action or actions filed in connection with any
of said claims or liabilities and will pay all costs and expenses, including legal costs and
attorneys’ fees incurred in connection therewith;
(b) Consultant will promptly pay any judgment rendered against the City, its
officers, agents or employees for any such claims or liabilities arising out of or in connection
with the negligent performance of or failure to perform such work, operations or activities of
Consultant hereunder; and Consultant agrees to save and hold the City, its officers, agents, and
employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to
any action or proceeding filed or prosecuted against Consultant for such damages or other claims
arising out of or in connection with the negligent performance of or failure to perform the work,
operation or activities of Consultant hereunder, Consultant agrees to pay to the City, its officers,
agents or employees, any and all costs and expenses incurred by the City, its officers, agents or
employees in such action or proceeding, including but not limited to, legal costs and attorneys’
fees.
Consultant shall incorporate similar indemnity agreements with its subcontractors and if
it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and
failure of City to monitor compliance with these provisions shall not be a waiver hereof. This
indemnification includes claims or liabilities arising from any negligent or wrongful act, error or
omission, or reckless or willful misconduct of Consultant in the performance of professional
services hereunder. The provisions of this Section do not apply to claims or liabilities occurring
as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent
permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence,
except that design professionals’ indemnity hereunder shall be limited to claims and liabilities
arising out of the negligence, recklessness or willful misconduct of the design professional. The
indemnity obligation shall be binding on successors and assigns of Consultant and shall survive
termination of this Agreement.
ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION
6.1 Records.
Consultant shall keep, and require subcontractors to keep, such ledgers, books of
accounts, invoices, vouchers, canceled checks, reports, studies or other documents relating to the
disbursements charged to City and services performed hereunder (the “books and records”), as
shall be necessary to perform the services required by this Agreement and enable the Contract
Officer to evaluate the performance of such services. Any and all such documents shall be
maintained in accordance with generally accepted accounting principles and shall be complete
and detailed. The Contract Officer shall have full and free access to such books and records at all
times during normal business hours of City, including the right to inspect, copy, audit and make
records and transcripts from such records. Such records shall be maintained for a period of three
(3) years following completion of the services hereunder, and the City shall have access to such
records in the event any audit is required. In the event of dissolution of Consultant’s business,
custody of the books and records may be given to City, and access shall be provided by
Consultant’s successor in interest. Notwithstanding the above, the Consultant shall fully
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cooperate with the City in providing access to the books and records if a public records request is
made and disclosure is required by law including but not limited to the California Public Records
Act.
6.2 Reports.
Consultant shall periodically prepare and submit to the Contract Officer such reports
concerning the performance of the services required by this Agreement as the Contract Officer
shall require. Consultant hereby acknowledges that the City is greatly concerned about the cost of
work and services to be performed pursuant to this Agreement. For this reason, Consultant agrees
that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or
will materially increase or decrease the cost of the work or services contemplated herein or, if
Consultant is providing design services, the cost of the project being designed, Consultant shall
promptly notify the Contract Officer of said fact, circumstance, technique or event and the
estimated increased or decreased cost related thereto and, if Consultant is providing design
services, the estimated increased or decreased cost estimate for the project being designed.
6.3 Ownership of Documents.
All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes,
computer files, reports, records, documents and other materials (the “documents and materials”)
prepared by Consultant, its employees, subcontractors and agents in the performance of this
Agreement shall be the property of City and shall be delivered to City upon request of the
Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim
for further employment or additional compensation as a result of the exercise by City of its full
rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use,
reuse or assignment of such completed documents for other projects and/or use of uncompleted
documents without specific written authorization by the Consultant will be at the City’s sole risk
and without liability to Consultant, and Consultant’s guarantee and warranties shall not extend to
such use, reuse or assignment. Consultant may retain copies of such documents for its own use.
Consultant shall have the right to use the concepts embodied therein. All subcontractors shall
provide for assignment to City of any documents or materials prepared by them, and in the event
Consultant fails to secure such assignment, Consultant shall indemnify City for all damages
resulting therefrom. Moreover, Consultant with respect to any documents and materials that may
qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials
are hereby deemed “works made for hire” for the City.
6.4 Confidentiality and Release of Information.
(a) All information gained or work product produced by Consultant in
performance of this Agreement shall be considered confidential, unless such information is in the
public domain or already known to Consultant. Consultant shall not release or disclose any such
information or work product to persons or entities other than City without prior written
authorization from the Contract Officer.
(b) Consultant, its officers, employees, agents or subcontractors, shall not,
without prior written authorization from the Contract Officer or unless requested by the City
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Attorney, voluntarily provide documents, declarations, letters of support, testimony at
depositions, response to interrogatories or other information concerning the work performed
under this Agreement. Response to a subpoena or court order shall not be considered “voluntary”
provided Consultant gives City notice of such court order or subpoena.
(c) If Consultant, or any officer, employee, agent or subcontractor of
Consultant, provides any information or work product in violation of this Agreement, then City
shall have the right to reimbursement and indemnity from Consultant for any damages, costs and
fees, including attorney’s fees, caused by or incurred as a result of Consultant’s conduct.
(d) Consultant shall promptly notify City should Consultant, its officers,
employees, agents or subcontractors be served with any summons, complaint, subpoena, notice
of deposition, request for documents, interrogatories, request for admissions or other discovery
request, court order or subpoena from any party regarding this Agreement and the work
performed there under. City retains the right, but has no obligation, to represent Consultant or be
present at any deposition, hearing or similar proceeding. Consultant agrees to cooperate fully
with City and to provide City with the opportunity to review any response to discovery requests
provided by Consultant. However, this right to review any such response does not imply or mean
the right by City to control, direct, or rewrite said response.
ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION
7.1 California Law.
This Agreement shall be interpreted, construed and governed both as to validity and to
performance of the parties in accordance with the laws of the State of California. Legal actions
concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be
instituted in the Superior Court of the County of Los Angeles, State of California, or any other
appropriate court in such county, and Consultant covenants and agrees to submit to the personal
jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District
Court, venue shall lie exclusively in the Central District of California, in the County of Los
Angeles, State of California.
7.2 Disputes; Default.
In the event that Consultant is in default under the terms of this Agreement, the City shall
not have any obligation or duty to continue compensating Consultant for any work performed
after the date of default. Instead, the City may give notice to Consultant of the default and the
reasons for the default. The notice shall include the timeframe in which Consultant may cure the
default. This timeframe is presumptively thirty (30) days, but may be extended, though not
reduced, if circumstances warrant. During the period of time that Consultant is in default, the
City shall hold all invoices and shall, when the default is cured, proceed with payment on the
invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the
outstanding invoices during the period of default. If Consultant does not cure the default, the City
may take necessary steps to terminate this Agreement under this Article. Any failure on the part
of the City to give notice of the Consultant’s default shall not be deemed to result in a waiver of
the City’s legal rights or any rights arising out of any provision of this Agreement.
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7.3 Retention of Funds.
Consultant hereby authorizes City to deduct from any amount payable to Consultant
(whether or not arising out of this Agreement) (i) any amounts the payment of which may be in
dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or
damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by
reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s
obligation under this Agreement. In the event that any claim is made by a third party, the amount
or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear
to be the basis for a claim of lien, City may withhold from any payment due, without liability for
interest because of such withholding, an amount sufficient to cover such claim. The failure of
City to exercise such right to deduct or to withhold shall not, however, affect the obligations of
the Consultant to insure, indemnify, and protect City as elsewhere provided herein.
7.4 Waiver.
Waiver by any party to this Agreement of any term, condition, or covenant of this
Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any
party of any breach of the provisions of this Agreement shall not constitute a waiver of any other
provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of
the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by
a non-defaulting party on any default shall impair such right or remedy or be construed as a
waiver. Any waiver by either party of any default must be in writing and shall not be a waiver of
any other default concerning the same or any other provision of this Agreement.
7.5 Rights and Remedies are Cumulative.
Except with respect to rights and remedies expressly declared to be exclusive in this
Agreement, the rights and remedies of the parties are cumulative and the exercise by either party
of one or more of such rights or remedies shall not preclude the exercise by it, at the same or
different times, of any other rights or remedies for the same default or any other default by the
other party.
7.6 Legal Action.
In addition to any other rights or remedies, either party may take legal action, in law or in
equity, to cure, correct or remedy any default, to recover damages for any default, to compel
specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain
any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary
provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections
905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.
7.7 Liquidated Damages.
Since the determination of actual damages for any delay in performance of this
Agreement would be extremely difficult or impractical to determine in the event of a breach of
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this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the
sum of five hundred dollars ($500) as liquidated damages for each working day of delay in the
performance of any service required hereunder. The City may withhold from any monies payable
on account of services performed by the Contractor any accrued liquidated damages.
7.8 Termination Prior to Expiration of Term.
This Section shall govern any termination of this Contract except as specifically provided
in the following Section for termination for cause. The City reserves the right to terminate this
Contract at any time, with or without cause, upon thirty (30) days’ written notice to Consultant,
except that where termination is due to the fault of the Consultant, the period of notice may be
such shorter time as may be determined by the Contract Officer. In addition, the Consultant
reserves the right to terminate this Contract at any time, with or without cause, upon sixty (60)
days’ written notice to City, except that where termination is due to the fault of the City, the
period of notice may be such shorter time as the Consultant may determine. Upon receipt of any
notice of termination, Consultant shall immediately cease all services hereunder except such as
may be specifically approved by the Contract Officer. Except where the Consultant has initiated
termination, the Consultant shall be entitled to compensation for all services rendered prior to the
effective date of the notice of termination and for any services authorized by the Contract Officer
thereafter in accordance with the Schedule of Compensation or such as may be approved by the
Contract Officer, except as provided in Section 7.3. In the event the Consultant has initiated
termination, the Consultant shall be entitled to compensation only for the reasonable value of the
work product actually produced hereunder. In the event of termination without cause pursuant to
this Section, the terminating party need not provide the non-terminating party with the
opportunity to cure pursuant to Section 7.2.
7.9 Termination for Default of Consultant.
If termination is due to the failure of the Consultant to fulfill its obligations under this
Agreement, City may, after compliance with the provisions of Section 7.2, take over the work
and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable
to the extent that the total cost for completion of the services required hereunder exceeds the
compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate
such damages), and City may withhold any payments to the Consultant for the purpose of set-off
or partial payment of the amounts owed the City as previously stated.
7.10 Attorneys’ Fees.
If either party to this Agreement is required to initiate or defend or made a party to any
action or proceeding in any way connected with this Agreement, the prevailing party in such
action or proceeding, in addition to any other relief which may be granted, whether legal or
equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s
fees on any appeal, and in addition a party entitled to attorney’s fees shall be entitled to all other
reasonable costs for investigating such action, taking depositions and discovery and all other
necessary costs the court allows which are incurred in such litigation. All such fees shall be
deemed to have accrued on commencement of such action and shall be enforceable whether or
not such action is prosecuted to judgment.
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ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION
8.1 Non-liability of City Officers and Employees.
No officer or employee of the City shall be personally liable to the Consultant, or any
successor in interest, in the event of any default or breach by the City or for any amount which
may become due to the Consultant or to its successor, or for breach of any obligation of the terms
of this Agreement.
8.2 Conflict of Interest.
Consultant covenants that neither it, nor any officer or principal of its firm, has or shall
acquire any interest, directly or indirectly, which would conflict in any manner with the interests
of City or which would in any way hinder Consultant’s performance of services under this
Agreement. Consultant further covenants that in the performance of this Agreement, no person
having any such interest shall be employed by it as an officer, employee, agent or subcontractor
without the express written consent of the Contract Officer. Consultant agrees to at all times
avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City
in the performance of this Agreement.
No officer or employee of the City shall have any financial interest, direct or indirect, in
this Agreement nor shall any such officer or employee participate in any decision relating to the
Agreement which affects her/his financial interest or the financial interest of any corporation,
partnership or association in which (s)he is, directly or indirectly, interested, in violation of any
State statute or regulation. The Consultant warrants that it has not paid or given and will not pay
or give any third party any money or other consideration for obtaining this Agreement.
8.3 Covenant Against Discrimination.
Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons
claiming under or through them, that there shall be no discrimination against or segregation of,
any person or group of persons on account of race, color, creed, religion, sex, gender, sexual
orientation, marital status, national origin, ancestry or other protected class in the performance of
this Agreement. Consultant shall take affirmative action to insure that applicants are employed
and that employees are treated during employment without regard to their race, color, creed,
religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other
protected class.
8.4 Unauthorized Aliens.
Consultant hereby promises and agrees to comply with all of the provisions of the Federal
Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection
therewith, shall not employ unauthorized aliens as defined therein. Should Consultant so employ
such unauthorized aliens for the performance of work and/or services covered by this Agreement,
and should any liability or sanctions be imposed against City for such use of unauthorized aliens,
Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or
sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City.
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ARTICLE 9. MISCELLANEOUS PROVISIONS
9.1 Notices.
Any notice, demand, request, document, consent, approval, or communication either party
desires or is required to give to the other party or any other person shall be in writing and either
served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager
and to the attention of the Contract Officer (with her/his name and City title), City of Rancho
Palos Verdes, 30940 Hawthorne Blvd., Rancho Palos Verdes, California 90275 and in the case of
the Consultant, to the person(s) at the address designated on the execution page of this
Agreement. Either party may change its address by notifying the other party of the change of
address in writing. Notice shall be deemed communicated at the time personally delivered or in
seventy-two (72) hours from the time of mailing if mailed as provided in this Section.
9.2 Interpretation.
The terms of this Agreement shall be construed in accordance with the meaning of the
language used and shall not be construed for or against either party by reason of the authorship of
this Agreement or any other rule of construction which might otherwise apply.
9.3 Counterparts.
This Agreement may be executed in counterparts, each of which shall be deemed to be an
original, and such counterparts shall constitute one and the same instrument.
9.4 Integration; Amendment.
This Agreement including the attachments hereto is the entire, complete and exclusive
expression of the understanding of the parties. It is understood that there are no oral agreements
between the parties hereto affecting this Agreement and this Agreement supersedes and cancels
any and all previous negotiations, arrangements, agreements and understandings, if any, between
the parties, and none shall be used to interpret this Agreement. No amendment to or modification
of this Agreement shall be valid unless made in writing and approved by the Consultant and by
the City Council. The parties agree that this requirement for written modifications cannot be
waived and that any attempted waiver shall be void.
9.5 Severability.
In the event that any one or more of the phrases, sentences, clauses, paragraphs, or
sections contained in this Agreement shall be declared invalid or unenforceable by a valid
judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall
not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this
Agreement which are hereby declared as severable and shall be interpreted to carry out the intent
of the parties hereunder unless the invalid provision is so material that its invalidity deprives
either party of the basic benefit of their bargain or renders this Agreement meaningless.
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9.6 Warranty & Representation of Non-Collusion.
No official, officer, or employee of City has any financial interest, direct or indirect, in
this Agreement, nor shall any official, officer, or employee of City participate in any decision
relating to this Agreement which may affect his/her financial interest or the financial interest of
any corporation, partnership, or association in which (s)he is directly or indirectly interested, or
in violation of any corporation, partnership, or association in which (s)he is directly or indirectly
interested, or in violation of any State or municipal statute or regulation. The determination of
“financial interest” shall be consistent with State law and shall not include interests found to be
“remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Consultant
warrants and represents that it has not paid or given, and will not pay or give, to any third party
including, but not limited to, any City official, officer, or employee, any money, consideration, or
other thing of value as a result or consequence of obtaining or being awarded any agreement.
Consultant further warrants and represents that (s)he/it has not engaged in any act(s),
omission(s), or other conduct or collusion that would result in the payment of any money,
consideration, or other thing of value to any third party including, but not limited to, any City
official, officer, or employee, as a result of consequence of obtaining or being awarded any
agreement. Consultant is aware of and understands that any such act(s), omission(s) or other
conduct resulting in such payment of money, consideration, or other thing of value will render
this Agreement void and of no force or effect.
Consultant’s Authorized Initials _______
9.7 Corporate Authority.
The persons executing this Agreement on behalf of the parties hereto warrant that (i) such
party is duly organized and existing, (ii) they are duly authorized to execute and deliver this
Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally
bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not
violate any provision of any other Agreement to which said party is bound. This Agreement shall
be binding upon the heirs, executors, administrators, successors and assigns of the parties.
[SIGNATURES ON FOLLOWING PAGE]
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement on
the date and year first-above written.
CITY:
CITY OF RANCHO PALOS VERDES, a
municipal corporation
Mayor
ATTEST:
City Clerk
APPROVED AS TO FORM:
ALESHIRE & WYNDER, LLP
City Attorney
CONSULTANT:
GEO-LOGIC ASSOCIATES, INC.
By:
Name: James A. Kelsey, P.G.
Title: President
By:
Name: Gary L. Lass
Title: Secretary
Address: 3150 Bristol Street, Suite 210
Costa Mesa, California 92626
Two corporate officer signatures required when Consultant is a corporation, with one signature required
from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2)
Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. CONSULTANT’S
SIGNATURES SHALL BE DULY NOTARIZED, AND APPROPRIATE ATTESTATIONS SHALL BE
INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR
OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY.
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01203.0006/524815.8
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On __________, 2019 before me, ________________, personally appeared ________________, proved to me on
the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted,
executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand and official seal.
Signature: _____________________________________
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
INDIVIDUAL
CORPORATE OFFICER
_______________________________
TITLE(S)
PARTNER(S) LIMITED
GENERAL
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER_______________________________
______________________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_____________________________________________
_____________________________________________
___________________________________
TITLE OR TYPE OF DOCUMENT
___________________________________
NUMBER OF PAGES
___________________________________
DATE OF DOCUMENT
___________________________________
SIGNER(S) OTHER THAN NAMED ABOVE
A notary public or other officer completing this certificate verifies only the identity of the individual who
signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of
that document.
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01203.0006/524815.8
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On __________, 2019 before me, ________________, personally appeared ________________, proved to me on
the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted,
executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand and official seal.
Signature: _____________________________________
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
INDIVIDUAL
CORPORATE OFFICER
_______________________________
TITLE(S)
PARTNER(S) LIMITED
GENERAL
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER_______________________________
______________________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_____________________________________________
_____________________________________________
___________________________________
TITLE OR TYPE OF DOCUMENT
___________________________________
NUMBER OF PAGES
___________________________________
DATE OF DOCUMENT
___________________________________
SIGNER(S) OTHER THAN NAMED ABOVE
A notary public or other officer completing this certificate verifies only the identity of the individual wh o
signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of
that document.
A-24
01203.0006/524815.8 A-4
EXHIBIT “A”
SCOPE OF SERVICES
I. Consultant will perform the following Services: Consultant will complete the design
of the realignment of Palos Verdes Drive South from east end of the boundary of
the Portuguese Bend Landslide and Klondike Landslide to appr oximately 800
feet west of the east end of the landslide, to create a more desirable path of travel
for 35 mph vehicular traffic. The Consultant will be required to produce full
design for realignment of the roadway, including conceptual design, Civil
drawings including plan and profile, striping, construction notes and
specifications, with a detailed construction cost estimate. Furthermore, the
Consultant will provide hydraulic and hydrology analysis, and structural
analysis and design of a under roadway drainage culvert which will allow
currently trapped area drainage to be conveyed to the south (ocean side) of the
road. The design should take into consideration the need for a geotechnic al
report and recommendations, survey, environmental clearance, and an y
required approval and permitting from local, State and Federal Agencies.
Summary of the Tasks:
Perform survey, and review existing records and field inventory with the design
team.
Perform geotechnical and environmental field services and provide reports.
Develop a conceptual design and a geotechnical design report.
Develop detailed design drawings, including Civil and Structural design of the
culvert, along with construction notes, special provisions, technical specifications,
and engineer’s estimate.
Provide support during bid and permitting process.
Develop all final project deliverables and as-built drawings.
Update project Survey.
Provide updates for the City’s website specific to design services and public
outreach meetings.
Attend up to 4 meetings including project kickoff meeting, committee and
progress meetings (selection of design concept, design ideas presentation, etc.)
Services by Task
Task 1 – Survey and Document Review
To establish a basis for geotechnical evaluation and preliminary design, Consultant will
commission an as-built and topographic survey for the relevant segment of Palos Verdes
Drive South. The survey, which will evaluate locations of existing City right-of-way,
visible utilities, traffic lanes, extents of pavement, and embankment topography, will be
performed under the supervision of a California registered Land Surveyor. The survey
will include location of selected existing survey monuments in the area and will establish
deformation monitoring.
A-25
01203.0006/524815.8 A-5
Concurrent with the surveying portion of the project, Consultant will review existing
records (to be provided by the City). Such records will include construction plans, traffic
plans, stormwater drainage and other utility plans (e.g., sanitary sewer, potable water,
etc.), and land records (e.g., property lines for right-of-way and adjoining parcels).
Records received from the City will be provided to the surveyor for inclusion in the
project base map.
Task 2 - Geotechnical and Environmental Field Services
Consultant will perform a limited geotechnical field exploration to evaluate existing
subgrade soil conditions at selected locations along the existing alignment and proposed
realignment. Consultant will coordinate with the City and with subcontractors to plan the
work, obtain an encroachment permit, and execute the field work. Consultant will
perform a subsurface exploration consisting of drilling, logging, and sampling of up to 3
small-diameter borings along the project alignment to a depth of up to approximately 30
feet below the ground surface, or refusal, whichever is shallower. The borings will be
logged by our field representative. Bulk samples and driven samples (i.e., split-spoon
sampler) will be obtained at selected intervals from the borings. Measurements of the
existing pavement section (i.e., AC and base thickness) will be taken where pavement is
encountered, and bulk samples of base material will be taken, if practicable. The borings
will be backfilled with on-site soils, and existing pavement will be patched with rapid-set
concrete. Selected soil samples will be delivered to Consultant’s laboratory for testing.
The planned laboratory testing includes R-value, sieve analysis, and in-situ moisture
content and density for the subgrade materials and sand equivalent for the base material.
In addition, Consultant will commission a biological survey and report of the area to be
impacted by the proposed realignment of Palos Verdes Drive South. The biological
survey will document the general biological conditions as well as the location and extent
of visible covered species and/or habitat covered under the Rancho Palos Verdes Natural
Community Conservation Plan and Habitat Conservation Plan (NCCP/HCP). The report
of this biological survey will include an impact analysis to document the extent of
covered species and habitat that might be impacted by the proposed road realignment and
identify relevant Habitat Impact Avoidance and Minimization Measures from the
NCCP/HCP.
Task 3 – Conceptual Design and Geotechnical Evaluation
Consultant will develop conceptual design drawings, approximately 10 percent design
completion. Key features of the conceptual design concept will include an alignment
arcing to the north of the existing centerline and a lateral expansion of the existing
roadway embankment. The realignment and lateral expansion will provide increased
flexibility to the City for accommodating the ongoing movement of the Portuguese Bend
Landslide until further mitigation measures may be implemented. Additionally, the
A-26
01203.0006/524815.8 A-6
embankment design may incorporate geosynthetic products to improve deformation
characteristics and/or reduce the loads imparted to the embankment.
Upon completion of the as-built and topographic survey, Consultant will develop a set of
preliminary plan sheets (i.e., demolition plan, grading plan, paving plan, and striping
plan), at a 1”= 20’ scale, showing the realignment design concept. The plans will not
include relocation of existing utilities, such as the sanitary sewer along the south side of
Palos Verdes Drive South. This preliminary plan set and the hydraulic and hydrology
analysis, and the structural analysis and design of the drainage culvert, corresponding to
approximately 60 percent design completion, will be submitted to the City for approval.
Design and engineering evaluation will be halted pending City approval of the 60 percent
design concept, or receipt of written City requested revisions.
After receipt of City approval of the preliminary design concept, Consultant will proceed
with geotechnical engineering evaluations for the proposed realignment. Evaluations will
include analysis of “local” slope stability of the new embankment using a two-
dimensional (2D) slope stability model as well as analysis of the embankment’s effect on
“global” stability of the Portuguese Bend Landslide using the three-dimensional (3D)
slope stability model developed during Consultant’s concurrent landslide mitigation
design project.
In addition to the preliminary plan sheets, Consultant will prepare geotechnical design
report, which will document the engineering evaluations performed. This letter report
will be prepared under the supervision of a California registered Geotechnical Engineer
and will be internally peer-reviewed by the Consultant.
Task 4 – Detailed Design and Engineer’s Estimate
Based on the results of our engineering evaluations, Consultant will prepare a set of full-
size construction plans (22 inches x 34 inches), as well as a package of technical
specifications and special provisions, for the proposed realignment measures. Key
features of the design (i.e., demolition plan, grading plan, paving plan, striping plan,
hydraulic and hydrology analysis, and the structural analysis and design of the drainage
culvert, construction notes, technical specifications, and special provisions) will be
developed to approximately 90 percent completion level and submitted to the City for
review and comment. Following comment at the 90 percent level, Consultant will
finalize these plans, notes, specifications, and special provisions.
The final design package will be signed and stamped by a California registered
Professional Engineer. The package will be delivered to the City in both printed and
electronic formats (PDF and DWG, as applicable).
For the City’s reference during the bidding process, Consultant will develop an engineer’s
estimate for the proposed realignment during preparation of the 90 percent design
construction plans, including construction quantities and construction quality assurance
program costs. This will be an “order-of-magnitude” cost estimate for planning purposes
and will be developed based on a combination of consultant in-house cost data for recent
A-27
01203.0006/524815.8 A-7
similar construction projects, publicly available data (e.g., Caltrans, FHWA), and
discussions with one or more contractors.
Task 5 – Bid and Permitting Support
Upon the City’s acceptance of the 100% design stage plans, technical specifications, and
special provisions, Consultant will provide support to the City for development of a bid
package. The City will provide an example Bid Document Package and will provide
front-end Technical Specifications (including the format for the Notice to Bidders, Table
of Contents, General Provisions, Special Provisions, and format for Bid and Contract
sections). Consultant will develop the Special Provisions section of the bid package by
combining project-specific special provisions with the City’s Special Provisions. Project
Plan Sheets will be referenced in the Bid Documents as an attachment. The assembled
Bid Document Package will be provided to the City in both printed and electronic format
(i.e., PDF, Microsoft Word, and AutoCAD, as appropriate). Consultant will also provide
support during Bid process, including response to Requests for Information (RFI) from
prospective bidders.
Consultant will also assist the City with obtaining Take Authorization. Consultant will
confirm that the realignment of Palos Verdes Drive South is one of the Covered Activities
included in the NCCP/HCP, or provide the necessary environmental documents.
Accordingly, Consultant will work with their subconsultants to provide an analysis to
document consistency of the project with the relevant habitat and species conservation
goals and requirements, and applicable impact limits and Habitat Impact Avoidance and
Minimization Measures. Upon completion of the consistency analysis, Consultant will
coordinate with the City, Palos Verdes Peninsula Land Conservancy and wildlife agencies
to initiate requests for concurrence on the consistency analysis and the necessary approval
related to the NCCP/HCP. Consultant will confirm that the realignment of Palos Verdes
Drive South is a covered activity that was analyzed in the EIR and NEPA Environment al
Assessment for the NCCP/HCP, and provide the necessary environmental documents to
address CEQA requirements.
Task 6 – Meetings
Consultant will attend, in person, up to four meetings during the design, pre-bid, bid, and
permitting phases of the project. These meetings will include one pre-design kickoff
meeting and up to three committee and progress meetings (e.g., selection of design
concept, design ideas presentation, etc.).
II. As part of the Services, Consultant will prepare and deliver the following tangible work
products to the City.
A. Deliverables (work products that will, per State DCA requirements, be
stamped/sealed by PE, GE, CEG, and or PG) include:
1. Survey/Environmental/Geotechnical Report (Draft and Final)
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01203.0006/524815.8 A-8
2. Design Package
3. Technical Specifications (90% and 100%);
4. Design Drawings (60%, 90% and 100%);
5. Special Provisions (90% and 100%);
6. Engineer's Estimate (90% and 100%); and
7. Bid Package (Draft and Final).
8. The final (100%) level work products will be signed/sealed.
Deliverables will be developed based upon topographic, geologic,
hydrogeologic, and other information provided by the City.
B. Project construction schedule
C. Project cost estimate
D. Responses to RFIs
E. Consultant will ensure that all sites where field work is conducted are left in the
same or better condition as before the work, and that any dangerous condition
created by any field work is mitigated at the conclusion of the work. Consultant
shall promptly remove all equipment, trash, and other indications of any field
work.
III. In addition to the requirements of Section 6.2, during performance of the Services,
Consultant will keep the City appraised of the status of performance by delivering the
following status reports:
A. Consultant will work with City staff throughout the project to prepare and submit
documents, images, and maps, meeting notes, progress reporting,
communications, event timelines, etc., suitable for upload to the City website for
public review. Consultant will prepare the website updates on at least a monthly
basis for the duration of the project including submittals after public meetings and
outreach events.
B. Project status meeting summary reports (monthly)
C. Updated design project schedule
IV. All work product is subject to review and acceptance by the City, and must be revised by
the Consultant without additional charge to the City until found satisfactory and accepted
by City.
A-29
01203.0006/524815.8 A-9
V. Consultant will utilize the following personnel to supervise the design team:
A. N. Matasovic, Principal-in-Charge
B. Alan Witthoeft, Project Manager
A-30
01203.0006/524815.8 B-1
EXHIBIT “B”
SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold underline, and deleted text is indicated in strikethrough.
I. Section 7.7, Liquidated Damages, is deleted in its entirety.
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01203.0006/524815.8 C-1
EXHIBIT “C”
SCHEDULE OF COMPENSATION
I. Consultant shall perform the Services in accordance with the bid schedule attached
herewith as Exhibit “C-1.”
II. A retention of ten percent (10%) shall be held from each payment as a contract
retention to be paid as part of the final payment upon satisfactory completion of
services.
III. Within the budgeted amounts for each Task, and with the approval of the Contract
Officer, funds may be shifted from one Task subbudget to another so long as the
Contract Sum is not exceeded per Section 2.1, unless Additional Services are
approved per Section 1.9.
IV. The City will compensate Consultant for the Services performed upon submission of
a valid invoice. Each invoice is to include:
A. Line items for all personnel describing the work performed, the number of hours
worked, and the hourly rate.
B. Line items for all materials and equipment properly charged to the Services.
C. Line items for all other approved reimbursable expenses claimed, with supporting
documentation.
D. Line items for all approved subcontractor labor, supplies, equipment, materials,
and travel properly charged to the Services.
V. The total compensation for the Services shall not exceed the Contract Sum as
provided in Section 2.1 of this Agreement.
VI. The Consultant’s billing rates for all personnel are attached as Exhibit C-1.
A-32
01203.0006/524815.8 C-2
EXHIBIT “C-1”
SCHEDULE OF COMPENSATION BY TASK
A-33
01203.0006/524815.8 D-1
EXHIBIT “D”
SCHEDULE OF PERFORMANCE
I. Consultant shall perform all Services timely in accordance with the schedule
attached hereto as Exhibit “D-1.”
II. Consultant shall deliver the following tangible work products to the City by the
following dates.
A. See Exhibit “D-1”
III. The City Council may approve extensions for performance of the services in
accordance with Section 3.2.
A-34
01203.0006/524815.8 D-2
EXHIBIT D-1
SCHEDULE OF WORK
Consultant will begin all services upon receipt of written Notice to Proceed, and according to the
following preliminary schedule:
• Task 1 Target Completion Late April 2019
• Task 2 Target Completion Mid May 2019
• Task 3 Target Completion Late May 2019
• Task 4 Target Completion Late June 2019
• Task 5 Target Completion July 2019
• Task 6 Target Completion Late June 2019
A-35
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Proposal No. S
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utility plans
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cal Evaluatio
eptual sketc
ual sketches
n Attachme
he north o
nkment. W
xibility to th
dslide until
nt design m
reduce the
opographic
n, grading p
gn concept.
r along the
Verdes, Californ
ary sewer, p
ing parcels)
project base
s
ation to eva
nment and
eded to plan
roadway, a
uration of o
g of up to 3 s
mately 30 fee
logged by o
r) will be ob
n‐site soils.
aboratory te
nd report of
The biologi
extent of vi
ural Commu
of this biolo
cies and hab
levant Hab
on
ches of the p
s prepared
nt 1, key fe
of the existi
We anticipate
he City for a
further mi
ay incorpora
loads impar
survey, GLA
plan, paving
The plans w
south side o
nia
potable wate
. Records re
e map.
aluate existi
proposed re
n and execut
nd traffic co
one working
small‐diame
et below the
ur field repr
btained at s
Selected so
esting includ
the area to
cal survey w
isible covere
unity Conser
ogical survey
bitat that m
itat Impact
proposed rea
to date a
atures of th
ng centerlin
e that the
accommoda
itigation me
ate geosynth
rted to the e
A will deve
plan, and st
will not inclu
of Palos Ver
er, etc.), and
eceived from
ng subgrade
ealignment.
te the field w
ontrol will n
g day. The
ter borings a
e ground sur
resentative.
elected inte
il samples w
des R‐value,
o be impacte
will documen
ed species an
rvation Plan
y will includ
ight be impa
Avoidance
alignment d
are enclose
he current d
ne and a la
realignment
ting the ong
easures ma
hetic produc
embankment
elop one se
triping plan)
ude relocati
rdes Drive S
3
d land
m the
e soil
GLA
work.
ot be
field
along
rface,
Bulk
ervals
will be
sieve
ed by
nt the
nd/or
n and
de an
acted
and
uring
ed as
esign
ateral
t and
going
ay be
cts to
t.
et of
), at a
on of
outh.
B-3
Proposal No. S
March 2019
This prel
submitte
City appr
to be inc
After rec
geotechn
to analys
stability
Portugue
additiona
evaluatio
model w
note that
before a
landslide
that cons
the Portu
special (i
construct
condition
fee.
In additio
which w
prepared
internally
Task 4 –
Based on
construct
special p
demolitio
specifica
completi
design w
accommo
note that
grading c
and that
Following
and spec
SO19.1062.PR |
iminary plan
ed to the Cit
roval of the
orporated in
ceipt of Cit
nical enginee
sis of “local”
model. Eff
ese Bend La
al (i.e., in
on to incorpo
hich will be
t the Factor
ddition of n
e is in or ne
struction of
uguese Ben
i.e., non‐rou
tion and th
ns, and asso
on to the p
will docume
d under the
y peer‐revie
Detailed De
n the result
tion plans (2
provisions, fo
on plan, gr
tions, and
on level and
will include l
odate the st
t preexisting
conducive to
t addressing
g comment
cial provision
Palos Verdes Dr
n set, corresp
ty for appro
60 percent
n subsequen
ty approval
ering evalua
slope stabil
fects of the
andslide wi
addition to
orate this ne
developed d
of Safety (F
new roadwa
ar a state o
the new ro
d Landslide
utine) design
e underlying
ociated regu
preliminary p
nt the eng
supervision
wed in acco
esign and En
ts of our e
22 inches x
or the prop
rading plan
special pro
d submitted
limited drain
tormwater r
g adverse dra
o water pon
g these pree
at the 90 pe
ns.
rive South, City o
ponding to a
val. Design
design conc
nt submittals
of the pre
ations for the
ity of the ne
e new emba
ll not be c
GLA’s pro
ew embankm
during GLA’s
FS) of the exi
y embankm
of “failure,”
adway emb
(e.g., accele
n criteria an
g landslide;
ulatory inter
plan sheets,
ineering ev
n of a Califo
rdance with
gineer’s Est
ngineering
34 inches),
posed realign
n, paving p
ovisions) w
to the City
nage design
unoff direct
ainage cond
nding) are p
existing dra
ercent level
of Rancho Palos
approximate
and engine
cept and rec
s.
eliminary de
e proposed
ew embankm
ankment co
considered
posed servi
ment into th
s concurrent
isting Portug
ment) is likely
resulting in
ankment m
erate the on
nd/or evalua
GLA will pr
rface, on a
, GLA will p
valuations p
ornia registe
GLA’s peer
imate
evaluations,
as well as a
nment meas
plan, stripin
will be deve
for review a
n (e.g., v‐dit
ly attributab
ditions (e.g.,
present in th
ainage issue
, GLA will fin
Verdes, Californ
ely 60 perce
eering evalu
ceipt of writ
esign conce
realignment
ment using a
onstruction
in this eva
ices, which
he three‐dim
t landslide m
guese Bend
y in the vici
the observ
ay adversely
ngoing mov
ations may b
rovide servi
time‐and‐m
repare one
performed.
ered Geotec
review polic
, GLA will p
package of
sures. Key
g plan, co
eloped to
and comme
ch, curb an
ble the realig
broken stor
he vicinity o
s is outside
nalize these
nia
nt design co
ation will be
tten City req
ept, GLA w
t. Evaluatio
a two‐dimen
on “global”
luation. G
do not in
mensional (3
mitigation de
Landslide co
inity of 1.0
ved ongoing
y impact “gl
ement). W
be needed f
ces related
materials bas
geotechnic
This letter
chnical Engi
cy.
prepare one
f technical s
features of
nstruction
approximat
nt. In addit
nd gutter, an
gned roadw
rm drain pipe
of the propo
e the scope
e plans, note
ompletion, w
e halted pen
quested revi
ill proceed
ns will be lim
nsional (2D)
” stability o
LA recomm
clude this
3D) slope sta
esign project
onfiguration
(i.e., the ex
movement
lobal” stabil
e anticipate
for the prop
to these sp
sis for addit
al design re
r report wi
neer and w
e set of ful
pecifications
f the design
notes, tech
tely 90 pe
tion, the det
nd/or culver
way segment
es, open fiss
osed realign
e of this pro
es, specificat
4
will be
nding
isions
with
mited
slope
f the
mends
item)
ability
t. We
n (i.e.,
isting
) and
ity of
e that
posed
pecial
tional
eport,
ill be
will be
ll‐size
s and
(i.e.,
hnical
rcent
tailed
rt) to
. We
sures,
ment
oject.
tions,
B-4
Proposal No. S
March 2019
The final
Engineer
DWG, as
For the C
the prop
including
an “orde
combina
available
Task 5 –
Upon the
provision
provide a
(includin
Provision
section o
Special P
attachme
format (i
during B
bidders.
GLA will
assume (
Palos Ve
commiss
and spec
and Hab
additiona
on a time
We are a
CEQA re
budget,
proposed
initial stu
South is
for the N
CEQA an
SO19.1062.PR |
l design pac
r. The packa
applicable).
City’s referen
posed realig
g constructio
r‐of‐magnitu
tion of GLA
e data (e.g., C
Bid and Per
e City’s acce
ns, GLA will
an example
g the forma
ns, and form
of the bid
Provisions.
ent. The ass
.e., PDF, Mic
Bid process,
also provid
(i.e., we are
rdes Drive S
ion a subco
cies conserv
bitat Impact
al interface
e‐and‐mater
also prepare
quirements.
we will pre
d are consis
udy envision
a covered a
NCCP/HCP. B
alysis.
Palos Verdes Dr
ckage will b
age will be d
.
nce during t
gnment duri
on quantities
ude” cost es
A in‐house
Caltrans, FHW
mitting Sup
ptance of th
provide sup
Bid Docume
at for the No
mat for Bid a
package by
Project Pl
sembled Bid
crosoft Wor
including r
de limited a
e not aware
South is one
onsultant to
vation goals
Avoidance
(e.g., with t
rials basis fo
ed to provid
. At the Cit
epare an in
tent with th
ned as of thi
activity that
Based on the
rive South, City o
be signed an
delivered to
he bidding p
ng preparat
s and constr
stimate for p
cost data
WA), and dis
port
he 100% des
port to the
ent Package
otice to Bidd
and Contract
combining
an Sheets
d Document
rd, and Auto
response to
ssistance to
of informat
e of the Cov
evaluate co
and require
and Minim
the Palos Ve
r additional
de, for addit
ty’s request
nitial study
he impacts a
s proposal a
was analyze
e informatio
of Rancho Palos
nd stamped
the City in p
process, GLA
tion of the
ruction quali
planning pur
for recent
scussions wi
sign stage pl
City for deve
e and will pr
ders, Table o
t sections).
project‐spe
will be refe
Package w
CAD, as app
Requests f
o the City fo
tion suggest
ered Activit
onsistency o
ements, and
mization Me
erdes Penins
fee.
tional fee, li
t, and upon
to docume
anticipated i
assumes tha
ed in the EI
n available a
Verdes, Californ
by a Califo
printed and
A will develo
90 percent
ity assuranc
rposes and w
similar con
ith one or m
ans, technic
elopment of
rovide front‐
of Contents
GLA will de
ecific specia
erenced in
ill be provid
propriate). G
for Informa
or obtaining
ting otherw
ies included
of the proje
d to docum
easures. Re
sula Land Co
imited assist
authorizatio
nt that the
in the NCCP
at the realign
R and NEPA
at this time,
nia
ornia registe
electronic f
op an engine
t design con
ce program c
will be devel
nstruction p
more contrac
cal specificat
f a bid packa
‐end Technic
, General Pr
evelop the S
al provisions
the Bid Do
ded to the C
GLA will also
tion (RFI) f
g a Take Au
wise) that the
d in the NCC
ct with the
ent applicab
esponses to
onservancy)
tance to the
on for addit
e impacts o
P/HCP EIR. T
nment of Pa
A Environme
we do not a
ered Profess
formats (PDF
eer’s estimat
nstruction p
costs. This w
loped based
projects, pu
ctors.
tions, and sp
age. The Cit
cal Specifica
rovisions, Sp
Special Provi
s with the
ocuments a
City in elect
o provide sup
from prospe
thorization.
e realignme
CP/HCP. GLA
relevant ha
ble impact
o comments
will be prov
e City to ad
tional scope
f the proje
The scope o
alos Verdes
ental Assess
anticipate fu
5
sional
F and
te for
plans,
will be
d on a
blicly
pecial
ty will
ations
pecial
isions
City’s
as an
tronic
pport
ective
We
ent of
A will
abitat
limits
s and
vided
dress
e and
ct as
of the
Drive
ment
urther
B-5
Proposal No. S
March 2019
Task 6 –
GLA will
bid, and
pre‐desig
design co
based on
time for
be billed
SCHEDUL
We will b
City envi
the RFP,
during th
and cons
purposes
T
T
T
T
T
T
This tent
negotiati
response
schedule
KEY PRO
GLA prop
members
Resumes
team me
recent fir
Key GLA
Principal
Dr. Mat
SO19.1062.PR |
Meetings
attend, in p
permitting
gn kickoff m
oncept, desi
n a meeting
meeting atte
on a time‐a
LE
begin our se
sions an agg
the City pla
he summer
struction sc
s, we propos
ask 1 Target
ask 2 Target
ask 3 Target
ask 4 Target
ask 5 Target
ask 6 Target
tative sched
ion, subcon
es, inclemen
e is subject to
JECT PERSO
poses to co
s, with addit
s for key GL
embers’ exp
rm experien
Personnel
l‐in‐Charge
asovic is a
Palos Verdes Dr
erson or by
phases of th
eeting and u
ign ideas pr
g duration o
endance, inc
nd‐material
rvices upon
gressive sche
ns to approv
of 2019. G
chedule to t
se the follow
t Completion
t Completion
t Completion
t Completion
t Completion
t Completion
dule assume
ntractor / s
nt weather,
o change, at
ONNEL
ommit Dr. N
tional suppo
LA team me
perience and
ce with simi
(Consultant
registered
rive South, City o
teleconfere
he project.
up to three c
esentation,
of four hour
cluding trave
s basis in ac
receipt of w
edule for the
ve the comp
LA will ende
the extent
wing tentativ
n Late M
n Mid Ap
n Late Ap
n Late M
n June 20
n Late M
es an imme
subconsultan
or other po
t GLA’s discr
Neven Matas
ort by GLA st
mbers are e
d capabilities
lar projects
’s Primary R
Geotechni
of Rancho Palos
nce, up to fo
We anticipa
committee a
etc.). At th
s, including
el time, beyo
cordance wi
written Notic
e planned re
pleted design
eavor to acc
reasonably
ve schedule:
arch 2019
pril 2019
pril 2019
ay 2019
019
ay 2019
diate projec
nt availabil
otential sou
etion, to acc
sovic and M
taff, subcon
enclosed in
s are provid
are enclose
Representat
cal Enginee
Verdes, Californ
our meeting
ate that thes
and progres
he City’s req
round‐trip
ond the four
ith GLA’s pro
ce to Procee
ealignment d
n in May 201
commodate
practicable
ct start and
ity, permitt
rces of dela
commodate
Mr. Alan Wit
sultants, an
Attachment
ded below.
d in Attachm
tive) – Neve
er (Californ
nia
gs during the
se meetings
s meetings (
quest, GLA’s
travel time.
r‐hour durat
oject fee sch
d. GLA unde
design and c
19 and to be
the City’s a
. For preli
d no delays
ting, review
ay. The pro
delays.
tthoeft as k
d subcontra
t 2. Brief su
Selected ex
ment 3.
en Matasov
ia) with ov
e design, pre
s will include
(e.g., selecti
estimated f
. Any addit
tion assume
hedule.
erstands tha
construction
egin constru
aggressive d
iminary plan
due to con
w and com
oposed tent
key project
actors as nee
ummaries o
xamples of G
vic, PhD, PE
ver 30 yea
6
e‐bid,
e one
on of
fee is
tional
d will
at the
. Per
uction
esign
nning
ntract
ment
tative
team
eded.
of key
GLA’s
E, GE:
rs of
B-6
Proposal No. S
March 2019
professio
in the ar
explorati
Project M
Witthoef
geotechn
transport
quality a
landfill d
deep and
Key Subc
Surveyin
Corporat
California
services
Surveyor
Nevada,
following
Environm
firm serv
the imple
Policy Ac
laws, Env
portfolio
clients w
recreatio
projects
areas.
FEE ESTIM
Our geot
rates for
with Dan
related t
project e
described
cost estim
in Attach
personne
SO19.1062.PR |
onal experie
reas of geot
ion, analysis
Manager (C
ft is a reg
nical and ge
tation geot
ssurance mo
esign, and e
d shallow fou
consultants:
ng ‐ Cal Va
tion founded
a. The com
throughout
rs and 40 tot
Oregon, Ut
g certificatio
mental ‐ Env
ving Californ
ementation
ct (NEPA), C
vicom Corpo
reflects a b
with reside
on, and rest
in both the
MATE
technical co
GLA person
niel B. Steph
o the Portug
expenses wil
d above, ou
mate by tas
hment 4. A
el, and hour
Palos Verdes Dr
nce. Over th
technical an
, design, pro
Consultant’s
gistered Ge
eoenvironme
echnical en
onitoring. H
earthworks p
undations, a
:
da Surveyin
d in 1989 w
mpany is a l
the Wester
tal employe
tah, and W
ons: SBE, MB
vicom Corpo
ia with awa
of the Califo
lean Water
oration has
road range o
ential, comm
oration proj
natural and
onsulting ser
nnel will be
hens & Asso
guese Bend
l be billed w
ur estimated
k and a list o
Also include
ly rates for t
rive South, City o
he past 25 y
nd earthqua
oject manage
s Alternate
otechnical
ental consu
ngineering, g
He has evalu
projects and
and embankm
ng, Inc.: C
with offices in
land survey
rn United St
es on staff a
ashington. T
BE, and DVBE
oration: En
rd‐winning l
ornia Environ
Act (CWA),
successfully
of experienc
mercial, ed
jects. The p
d urban envi
rvices will b
based on th
ociates, Inc.
Landslide m
with a 10 per
d fee for the
of assumptio
ed in Attach
the project.
of Rancho Palos
years, Dr. Ma
ke engineer
ement, perm
Representa
Engineer (
lting experi
geotechnica
uated static
d has designe
ment fills.
Cal Vada Su
n Corona, Lo
ing firm tha
ates. Cal V
and is licens
The Compa
E.
nvicom Corp
land plannin
nmental Qua
and other n
y completed
ce, as it prov
ducational/
professional
ronments o
be provided
hose previou
dated Dece
mitigation. S
rcent markup
e proposed t
ons used to
hment 4 is
Except as s
Verdes, Californ
atasovic has
ring, with h
mitting, and
ative) – Ala
California)
ence. His
al field inve
and seismic
ed numerou
urveying is
os Angeles,
at provides
ada Surveyi
sed to do bu
ny is also a
poration is a
ng consultati
ality Act (CE
national, sta
d thousands
vides service
institutiona
services pro
of California’
on a time‐a
usly approve
ember 18, 2
Subconsulta
p added. Ba
tasks is $12
develop the
a tentative
specifically p
nia
been practi
ands‐on inv
sponsored r
an Witthoef
with 10 y
project exp
estigation, a
c stability fo
us earth‐reta
a privately
San Diego,
professiona
ng has six P
usiness in Ar
a diverse bu
an environm
ion since 19
QA), Nation
ate, and loca
of projects
e to private a
al, utility,
ovided by E
s coastal, va
and‐materia
ed by the Ci
2018, for co
nt, subcontr
ased on the
1,646. A br
e cost estim
e breakdow
provided for
icing in Calif
volvement in
research.
ft, PE, GE:
years of div
perience inc
and constru
or transporta
aining struct
y held Calif
and San Ra
al land surv
Professional
rizona, Califo
usiness with
mental consu
972. As expe
al Environm
al environm
s. The comp
and public s
mining, en
Envicom app
alley, and hi
als basis. H
ity in its con
onsulting ser
ractor, and o
scope of ser
reakdown o
mate are prov
n of hours,
r in this prop
7
fornia
n site
Mr.
verse
ludes
uction
ation,
tures,
fornia
mon,
eying
Land
ornia,
h the
ulting
erts in
mental
mental
pany’s
ector
nergy,
ply to
llside
ourly
ntract
rvices
other
rvices
f this
vided
GLA
posal,
B-7
Proposal No. S
March 2019
this cost
ready, ho
NOTIONA
We unde
budget o
experien
range wh
We note
therefore
We antic
pavemen
planning
following
E
P
G
D
C
T
We note
“order‐of
and/or p
purpose.
“order‐of
near com
DATA/IN
Upon au
informat
D
co
U
T
SO19.1062.PR |
estimate d
owever, to p
AL CONSTRU
erstand base
of approxim
ce with simi
hich might b
e, however,
e, accurate c
cipate that
nt, geosynth
purposes, w
g:
arthwork
avement
Geosynthetic
Drainage
QA
otal Notiona
e this notion
f‐magnitude
recision. W
We note
f‐magnitude
mpletion.
NFORMATIO
uthorization
ion:
DIR Project ID
ompliance;
Underground
raffic index a
Palos Verdes Dr
oes not inc
provide this s
UCTION COS
ed on our rev
mately $900
ilar projects,
e considered
that at this
cost estimat
elements o
etics, draina
we anticipat
cs
al Cost
nal cost brea
e estimate,”
We recommen
also that, a
e” constructi
N REQUEST
of the p
D for the pu
d utility infor
and existing
rive South, City o
lude regulat
service on a
ST BREAKDO
view of the
0,000 for t
, we anticipa
d reasonable
time no de
ion for the p
of the cons
age, and con
te that the b
$300,00
$180,00
$300,00
$ 30,00
$ 90,00
$900,00
akdown sho
or estimate
nd that this
s part of th
ion cost esti
roposed sc
rposes of el
rmation (if a
g pavement s
of Rancho Palos
tory interfac
time‐and‐m
OWN
RFP that the
he propose
ate that this
e for a const
sign exists f
project is cur
struction pr
nstruction q
breakdown o
00
00
00
00
00
00
ould not be
e customarily
notional cos
he scope of
mate will be
ope of wo
ectronic cer
vailable); an
section (if pa
Verdes, Californ
ce or respon
materials bas
e City anticip
ed realignm
notional co
truction proj
for the prop
rrently impo
roject are l
uality assura
of construct
construed a
y prepared t
st breakdow
services co
e developed
ork, we wo
rtified payro
nd
avement des
nia
nses to com
sis at additio
pates a notio
ment. Base
nstruction b
ject of the s
posed constr
ossible.
ikely to inc
ance (CQA).
tion costs m
as an “engin
to a similar
wn not be re
vered in GL
d when the r
ould requir
ll reporting
sign is reque
mments. W
onal fee.
onal constru
ed on our
budget is wit
scope envisio
ruction and
clude earthw
For prelim
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Proposal No. S
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CLOSURE
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Alan F. W
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Neven M
Principal
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3150 Bristol Street, Costa Mesa, California 92626geo-logic.com│657.218.4708ISSUED FOR REVIEWB-11
3150 Bristol Street, Costa Mesa, California 92626geo-logic.com│657.218.4708ISSUED FOR REVIEWB-12
3150 Bristol Street, Costa Mesa, California 92626geo-logic.com│657.218.4708ISSUED FOR REVIEWB-13
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B-14
CITY OF RANCHO PALOS VERDESNasser Razepoor, PEAssociate Civil EngineerPRINCIPAL-IN-CHARGE& ENGINEERING QA/QCNeven Matasovic, Ph.D., PE, GECivil DesignJake Russell, PECaleb Miller, PEJorge AmayaGeotechnical EngineeringNeven Matasovic, Ph.D., PE, GEAlan Witthoeft, PE, GEPUBLICSTAKEHOLDERSSubconsultants / SubcontractorsCal Vada SurveyingEnvicom CorporationDrilling SubcontractorPROJECT MANAGERAlan Witthoeft, PE, GEB-15
Neven Matasovic, PhD, PE, GE
Principal |714.465.8240 | nmatasovic@geo-logic.com
Dr. Matasovic is a Registered Geotechnical Engineer (California) with over 30
years of professional experience. He is a Principal based in GLA’s Costa Mesa,
California office. Over the past 25 years, Dr. Matasovic has been practicing
across the United States in the areas of geotechnical and earthquake
engineering, with hands-on involvement in site exploration, analysis, design,
project management, permitting, and sponsored research. He is an
author/co-author of over 100 technical publications, including the Federal
Highway Administration (FHWA) guidance document on geotechnical
earthquake engineering design guidance for highway facilities, and, most
recently of the National Cooperative Highway Research Program (NCHRP)
synthesis document on Practices and Procedures for Site-Specific Evaluation
of Earthquake Ground Motions that was published by the Transportation
Research Board of the National Academies. Dr. Matasovic is a lead reviewer
for the “Recommended Procedures for Implementation of DMG SP 117”
(Guidelines for Analyzing and Mitigating Liquefaction in California). Dr.
Matasovic is a developer of a non-linear seismic site response analysis
program, D-MOD (one of the five programs used by NEHRP 2003).
Dr. Matasovic is a member of the American Society of Civil Engineers (ASCE)
Soil Dynamics Committee, a member of the Transportation Research Board
(TRB) Geoseismic Subcommittee (AFF50) and was the recipient of the 2001
Prakash Foundation award for excellence in geotechnical earthquake
engineering.
Key Project Experience
La Pata Avenue Gap Closure, San Juan Capistrano, California.Dr. Matasovic
served as Engineer of Record for the Geotechnical investigation and
evaluation is support of the proposed extension of the La Pata Avenue Central
Segment. The Central Segment traverses a Holocene landslide deposit that is
approximately 0.6 miles long and up to 300 feet thick. The landslide deposit is
within the Capistrano formation, widely regarded as southern California’s
most unstable geologic formation. Scope of services called for an execution of
a focused site investigation program that included geologic mapping,
geophysical measurements (surface refraction and in-hole geophysics),
drilling, trenching, sampling, and geotechnical laboratory testing of
representative landslide deposit material. The work further included
interpretation of site groundwater conditions and development of basal shear
plane geometry. One of the objectives of scope of work was to demonstrate
the stability of an ancient landslide deposit after grading for the proposed
road improvements.
Badger Avenue Bridge Replacement, Long Beach, California.The bridge is
located in the Port of Los Angeles (POLA) complex, within the Wilmington oil
field “settlement bowl.” This well-known “settlement bowl” was caused by
long-time oil exploration activities in the area. The Badger Avenue Bridge is
one of the many local structures damaged by excessive settlement. The bridge
pier rehabilitation design called for pier encapsulation in a sheet pile
EDUCATION
PhD, Geotechnical
Engineering, 1993
University of California, Los
Angeles
Master of Science,
Geotechnical Engineering,
1986
University of Zagreb, Croatia
Bachelor of Science, Civil
Engineering, 1983
University of Zagreb, Croatia,
PROFESSIONAL
REGISTRATIONS
Geotechnical Engineer,
California, No. GE2557
Professional Engineer,
California, No. C55861
Professional Engineer,
Alaska, No. CE9659
Professional Engineer, Hawaii,
No. PE18301
OTHER
Diplomate, Geotechnical
Engineering, No. D.GE 1380
B-16
Neven Matasovic, PhD, PE, GE
Page 2
geo-logic.com
cofferdam, removal of soft material within the encapsulated area, driving of high-capacity, wide-flange steel
piles within the cofferdam, sealing the cofferdam bottom with concrete using a high-density aggregate,
cofferdam dewatering, and encasing each pair of existing piers in a structural concrete shell. The project
requirements called for an uninterrupted bridge and shipping channel during construction. Dr. Matasovic was
Engineer of Record for the project. The work was done in accordance with the Caltrans requirements for seismic
design.
Flathead River Bridge, Montana.Dr. Matasovic and his team provided a specialty technical support to SK
Geotechnical of Billings Montana. The support was required to assess if remedial measures against soil
liquefaction are required to construct bridge abutments for the Flathead River Bridge in Flathead County,
Montana (3 miles northwest of Bigfork). The following evaluations were performed by the team for the
intermediate approach to the bridge (Bent 1) and Bents 2 and 3: (i) site-specific probabilistic seismic hazard
assessment; (ii) development of design ground motions; (iii) total- and effective-stress site response analyses;
and (iv) seismic deformation analyses. Dr. Matasovic also reviewed draft geotechnical report prepared by SK
Geotechnical and assisted with response to regulatory comments.
Seattle-Tacoma Airport MSE Wall, Static and Seismic Stability Review, Seattle, Washington.The West MSE
Wall was a proposed 150-ft high retaining wall intended to prevent the expansion of the runway embankment
from encroaching on Miller and Walker Creeks located at the foot of the project site area. As retaining walls of
this height and construction are rare, especially in seismically active regions, a thorough review and critique of
the stability analyses was required. Dr. Matasovic was responsible for the review of the soil strength testing
program, liquefaction analysis methodology employed, pseudo-static stability analyses, probabilistic seismic
hazard analyses, and deformation analyses using finite difference modelling (program FLAC). The review
resulted in a series of letters providing recommendations for revised and/or expanded interpretation and
analyses of the geotechnical engineering data to enhance the performance of the wall and embankment under
both static and seismic conditions.
La Pata Avenue Road Distress, San Juan Capistrano, California.Geotechnical Engineer of Record for
investigation of a cause of the La Pata Avenue road distress. The distress was caused by re-activation of an
ancient landslide which was initiated by grading for a residential development at the toe of the slope. Work
included distress monitoring (observation and surveying), installation of a slope inclinometer, processing and
interpretation of inclinometer data, back-analysis of observed conditions, and forward analysis in support of
development of landslide mitigation measures.
Sunshine Canyon Road, Mechanically Stabilized Earth Wall, Sylmar, California.Dr. Matasovic was the design
engineer for a Mechanically Stabilized Earth (MSE) retaining wall system. This MSE retaining wall system was
designed and constructed adjacent to Sunshine Canyon Landfill within the City of Los Angeles (City) right of way
and was subject to approval and inspection by the City Department of Public Works. This was one of the first
such walls approved by the City of Los Angeles. The design was based upon stability evaluations with MSEW. The
CQA services included in-situ nuclear density testing of reinforced backfill soil, monitoring of installation of
precast concrete elements and reinforcing materials, and monitoring of construction of back of wall gutter and
drain system. Dr. Matasovic reviewed and sealed the CQA report for this project.
Lopez Canyon Road Geotechnical Services, Lake View Terrace, California.Dr. Matasovic was responsible for
geotechnical services at Lopez Canyon Road over a three-year period. The work included supervision of in-
grading geologic mapping, post-earthquake investigation of a landslide behind an on-site office complex, design
of a drilled pier/soldier pile retaining wall for stabilization of an active landslide area, and foundation design for
a liquid storage facility. Dr. Matasovic also helped install and monitor two groundwater observation wells,
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Neven Matasovic, PhD, PE, GE
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worked with the lead geologist to identify active fault traces within an Alquist-Priolo special studies zone, and
assessed the suitability of local and imported borrow soils for soil buttress construction at the project site.
Mukilteo Multi-Modal Ferry Terminal, Mukilteo, Washington.The proposed Mukilteo Multi-Modal Ferry
Terminal will be constructed along the north shore of Mukilteo. It will include facilities such as a main terminal
building (concrete trestle), a vehicle transfer span, pedestrian overhead loading, and wingwalls, hence the
design is subject to both the IBC 2012 and AASHTO code requirements. Dr. Matasovic and his team provided
technical support, including expert review and consultation to KPFF Consulting Engineers of Seattle,
Washington. The work was related to development of site-specific design ground motions (subduction and
near-field events), specialty geotechnical analyses that included development of nonlinear material properties,
and nonlinear and effective-stress site response analyses with D-MOD2000 (www.GeoMotions.com) and PLAXIS
(www.plaxis.com).
The National Academies-Sponsored Project: Guidance on Seismic Site Response Analysis with Pore Water
Pressure Generation (NCHRP 12-114).The project scope is to perform a rigorous benchmarking study of 1-D
nonlinear software with pore water pressure generation and dissipation. The study is limited to commercially-
available software. The results of this study will not, however, be limited to benchmarking of software. The
study will also provide answers to commonly asked questions, such as: (i) How accurately can a nonlinear
effective-stress analysis program simulate actual phenomena? (ii) What is a proper way to use these programs in
engineering practice? (iii) Which site-specific input parameters are required, at a minimum, for analyses (e.g., for
site characterizations, constitutive models, seismic loading / input motions etc.)? (iv) What are the capabilities
and limitations of commercially-available programs and to what extent and for what problems/geosystems have
they been validated? (v) What is the process of model setup? and (vi) How to interpret and use the results of
nonlinear effective-stress modeling? This is an ongoing project. Dr. Matasovic serves as a Project Manager and
a Co-Principal Investigator on this project.
The National Academies-Sponsored Project: Site Response Analysis in Transportation Engineering Practice - a
TRB Survey.This was a project based upon an on-line survey sponsored by the Transportation Research Board
(TRB) of the National Academies (NAS) on the current state of development of tools, techniques, and practices
for performing site response analysis. The core participants of the survey were select Departments of
Transportation (DOTs) of states affected by seismicity, collectively referred to as the T-3+ states, and
engineering firms involved with DOT projects. The processed results of the survey provide an insight into the
manner in which site response analyses are currently performed, how material parameters and design ground
motions are selected, which site response programs are used in DOT practices, and how results of site response
analyses are interpreted in contemporary geotechnical earthquake engineering practice for highway facilities in
T-3+ states.
FHWA–Sponsored Project: Seismic Design Manual.Dr. Matasovic served as the second co-author and assistant
Project Manager for the preparation of the Federal Highway Administration (FHWA) Geotechnical Engineering
Circular No. 3 –Design Guidance: Geotechnical Earthquake Engineering for Highways. This two-volume circular
goes into detail on seismic hazard assessment, development of design ground motions, site response analysis,
liquefaction potential evaluation, evaluation of impacts of soil liquefaction on deep foundations, seismic slope
stability analyses, and seismic design of deep and shallow foundations and retaining walls for federal highway
projects. The circular was used as the basis for a 2½ -day training course on Geotechnical Earthquake
Engineering taught by the authors of the guidance document. The training course was presented over a 10-year
period (ongoing) under the auspices of the National Highway Institute (NHI). The participation is restricted to
staff of state highway (transportation) departments.
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Neven Matasovic, PhD, PE, GE
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Publications (samples below)
The following list illustrates Dr. Matasovic’s recent publications in the areas of geotechnical and earthquake
engineering. A complete list of over 100-refereed publications is available upon request. PDF-s of most of Dr.
Matasovic’s publications can be downloaded from www.researchgate.net/profile/Neven_Matasovic/publications
and https://independent.academia.edu/NevenMatasovic.
Kavazanjian, E., Jr., Wu, X, Arab, M. and Matasovic, N.(2018). “Development of a Numerical Model for
Performance-based Design of Geosynthetic Liner Systems,Geotextiles and Geomembranes,Vol. 46, Issue 2,
pp. 166-182,https://doi.org/10.1016/j.geotexmem.2017.11.005
Matasovic, N.and Zekkos, D. (2017), “Modulus Reduction and Damping Curves for Landfill Covers,” In:
Geotechnical Frontiers 2017: Seismic Performance and Liquefaction, ASCE Geotechnical Special Publication
No. 281, pp. 101-108.
Matasovic, N.(2014). “Earthquakes and Geosynthetics in Mining.”Keynote Presentation Abstract, Proc.
Geosynthetics Mining Solutions 2014. Vancouver, British Columbia, Canada, 1 p.
Groholski, D.R., Hashash, Y.M.A., and Matasovic, N.(2014). “Learning of Pore Pressure Response and Dynamic
Soil Behavior and from Downhole Array Measurements”.Soil Dynamics and Earthquake Engineering,
Elsevier. Vol. 26, Issues 61 – 62, pp. 40-56.
Matasovic, N., Conkle, C., Witthoeft, A. Stern, A., Hadj-Hamou, T. (2013). “Back Analysis of Landslide Deposit
Basal Failure Plane Residual Shear Strength”. In:Challenges and Recent Advances in Geotechnical and
Seismic Research and Practice. ASCE Geotechnical Special Publication No. 232, pp. 471-480.
Matasovic, N.(2013). “Site Response: 1D Time Domain Analyses”. In:Encyclopedia of Earthquake Engineering,
edited by Michael Beer, Edoardo Patelli, Ioannis Kougioumtzoglou and Ivan Siu-Kui Au., Springer.
Matasovic, N.and Hashash Y.M.A. (2012). “Site Response Analysis in Transportation Engineering Practice – a
TRB Survey”. Proc. GeoCongress 2012. Oakland, California. March 25-29.
Kavazanjian, E. Jr., Arab, G. M., and Matasovic, N.(2011). “Seismic Analysis of Heap Leach Pad Liner Systems”.
Proc. 5th International Conference on Earthquake Geotechnical Engineering, Santiago, Chile. CD ROM Paper
No.: SEIKA.
Arab, G M., Kavazanjian, E. Jr., and Matasovic, N.(2010). “Nonlinear Time-Domain Analysis of a Sliding Block on
a Plane,” Proc. 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering
and Soil Dynamics. San Diego, California. CD ROM Paper 4.08.
Susilo, K.,Matasovic, N.and Johnson, R.S. (2009b). “Important Considerations, Opportunities, and Strategies for
Implementing Infiltration Practices as Stormwater BMPs”. Proc. 8th StormCon. Anaheim, California.
Susilo, K.,Matasovic, N.and Johnson, R.S. (2009a). “Considerations, Opportunities, and Strategies for Infiltration
Stormwater BMPs”. Proc. World Environmental and Water Resources Congress 2009, Great Rivers. Kansas
City, Missouri. pp. 971-980.
Kwok, O-L.A., Stewart, J.P., Hashash, Y.M.A.,Matasovic, N., Pyke, R., Wang, Z., and Yang, Z. (2007). “Use of Exact
Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Ground Response Analysis
Procedures”. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol. 133, No. 11, pp. 1385-
1398.
Kwok, O-L.A., Stewart, J.P., Hashash, Y.M.A.,Matasovic, N., Pyke, R., Wang, Z., and Yang, Z. (2006). “Utilizing
Nonlinear Seismic Ground Response Analysis Procedures for Turkey Flat Blind Predictions”. Proc. 3rd
International Symposium on The Effects of Surface Geology on Seismic Motions. Grenoble, France. Paper
No. 50, pp. 255-264.
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Neven Matasovic, PhD, PE, GE
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Stewart, J.P., Kwok, O-L.A., Hashash, Y.M.A.,Matasovic, N., Pyke, R., Wang, Z., and Yang, Z. (2006). “Overcoming
Hurdles that Limit the Application of Nonlinear Seismic Ground Response Analysis in Engineering Practice”.
Proc. 5th National Seismic Conference on Bridges and Highways. San Francisco, California. CD-ROM Paper
B04, 11 p.
Kwok, O-L.A., Stewart, J.P., Hashash, Y.M.A.,Matasovic, N.Pyke, R., Wang, Z. and Yang, Z. (2006). “Practical
Implementation of Analysis Routines for Nonlinear Seismic Ground Response Analysis”. Proc. Eighth U.S.
National Conf. on Earthquake Engineering (8NCEE). San Francisco, California. CD-ROM Paper No. 546.
Matasovic, N., Caldwell, J. and Guptill, P. (2004). “The Role of Geotechnical Factors in Northridge Earthquake
Residential Damage”. Proc. 5th International Conference on Case Histories in Geotechnical Engineering. New
York, New York. CD ROM Paper 3.14.
Mansour, C., Steinberg, A., and Matasovic, N.(2004). “Analysis, Design and Construction of the Supporting
Structure and Wharf Retrofit for a new Shiploader at the Port of Long Beach, California”. Proc. Ports 2004.
Houston, Texas. CD ROM Paper No. 106.
Luke, B.A.,Matasovic, N.and Kemnitz, M. (2002). “Evaluating the Seismic Response of Deep Sandy Soil
Deposits”. Bulletin of the Seismological Society of America. Vol. 91, No. 6, pp. 1516-1525.
Kavazanjian, E., Jr. and Matasovic, N.(2001). “Seismic Design of Mixed and Hazardous Waste Landfills”. Proc.
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil
Dynamics. State-of-the-Art Paper No. SOAP-11. San Diego, California.
Munfakh, G., Kavazanjian, E., Jr.,Matasovic, N.Hadj-Hamou, T., and Wang, J. (1999). “Ground Motion
Characterization”. In: Geotechnical Earthquake Engineering Reference Manual, FHWA-HI-99-012, U.S.
Department of Transportation. Federal Highway Administration. Washington, D.C. Chapter 4.
Field, E.H., Kramer, S., Elgamal, A.-W., Bray, J.D.,Matasovic, N., Johnson, P.A., Cramer, C., Roblee, C., Wald, D.J.,
Bonilla, L.F., Dimitriu, P.P., and Anderson, J.G. (1998). “Nonlinear Site Response: Where We’re At”.
Seismological Research Letters, SSA. Vol. 69, No. 3, pp. 230-234.
Matasovic, N.and Kavazanjian, E. Jr. (1998), “Cyclic Characterization of OII Landfill Solid Waste”. ASCE Journal of
Geotechnical and Geoenvironmental Engineering. Vol. 124, No. 3, pp. 197 210.
Matasovic, N.Kavazanjian, E., Jr., and Giroud, J.P. (1998). “Newmark Seismic Deformation Analysis for
Geosynthetic Covers”. Geosynthetics International, IGS Journal. Vol. 5, Nos. 1 - 2, pp. 237-264.
Matasovic, N.and Kavazanjian, E., Jr. (1998). “Performance of Solid Waste Landfills in Earthquakes”. Earthquake
Spectra. Journal of the EERI. Vol. 14, No. 2, pp. 319-334.
Kavazanjian, E., Jr.,Matasovic, N.Hadj-Hamou, T., and Sabatini, P.J. (1997). “Design Guidance: Geotechnical
Earthquake Engineering for Highways”. Geotechnical Engineering Circular No. 3, DTFH61 94 C 00099. U.S.
Department of Transportation, Federal Highway Administration. Washington, D.C. Vol. I 186 p., Vol. II, 163 p.
Matasovic, N., Kavazanjian, E., Jr. and Yan, L. (1997). “Newmark Deformation Analysis with Degrading Yield
Acceleration”. Proc. Geosynthetic ’97. Long Beach, California. Vol. 2, pp. 989-1000.
Yan, L.,Matasovic, N.and Kavazanjian, E., Jr. (1996). “Seismic Response of Rigid Block on Inclined Plane to
Vertical and Horizontal Ground Motions Acting Simultaneously”. Proc. 11th ASCE Engineering Mechanics
Conference. Fort Lauderdale, Florida, Vol. 2, pp. 1110 1113.
Matasovic, N.and Kavazanjian, E., Jr. (1996). “Observations of the Performance of Solid Waste Landfills During
Earthquakes”. Proc. 11th World Conference on Earthquake Engineering. Acapulco, Mexico, CD-ROM Paper
No. 341.
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Matasovic, N.and Vucetic, M. (1995). “Seismic Response of Soil Deposits Composed of Fully-Saturated Clay and
Sand”. Proc. 1st International Conference on Earthquake Geotechnical Engineering. Tokyo, Japan, Vol. 1, pp.
611 616.
Matasovic, N.and Vucetic, M. (1995). “Generalized Cyclic Degradation-Pore Pressure Generation Model for
Clays”. ASCE Journal of Geotechnical Engineering. Vol. 121, No. 1, pp. 33 42.
Richardson, G.N., Kavazanjian, E., Jr. and Matasovic, N.(1995). “RCRA Subtitle D (258) Seismic Design Guidance
for Municipal Solid Waste Landfill Facilities”. EPA Guidance Document 600/R 95/051. United States
Environmental Protection Agency. Cincinnati, Ohio. 143 p.
Matasovic, N.and Vucetic, M. (1993). “Cyclic Characterization of Liquefiable Sands”. ASCE Journal of
Geotechnical Engineering. Vol. 119, No. 11, pp. 1805 1822.
Matasovic, N.(1991). “Selection of Method for Seismic Slope Stability Analysis”. Proc. 2nd International
Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. St. Louis,
Missouri. Vol. 2, pp. 1057-1062.
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EDUCATION
Master of Scie
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2009 Purdue U
Bachelor of Sc
Engineering, U
Oklahoma, 20
PROFESSIONA
REGISTRATION
Professional G
Engineer,
California, No
Professional E
California, No
Professional E
Texas, No. 115
PUBLICATION
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construction
d seismic sta
cts and has
nically Stabiliz
ent fills, and
y of geotech
Houston, Te
aluation and p
ments H and
mately 52 mil
ts I‐1 and I‐2
ighway 146 a
ded a $670,
mbankment se
eporting, as
orings, CPT s
project geo
as Vegas, Nev
eon design‐bu
truction cost
echnical budg
ory, includes
the “Spaghet
des construct
vements, and
performed
aspects of th
ents, and emb
ego, and La
owner (Neva
oject challeng
n‐Build, Los
er for the S
geles, Califor
plan, and per
th diverse
apabilities
advanced
al analysis
formation
otechnical
n quality
ability for
designed
zed Earth,
has been
nical and
xas. Mr.
pavement
d I design‐
es of new
2 included
and to the
000 lump
ettlement
well as a
oundings,
otechnical
vada. Mr.
uild in Las
of nearly
get. This
widening
tti Bowl”
tion of 29
d an HOV
extensive
e project,
bankment
as Vegas
ada DOT),
ges.
Angeles,
Southwest
rnia. He
rformed a
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geotechnical
borings, in‐sit
portion of the
geotechnical
pavement des
Geotechnical
Mr. Witthoef
Northern and
work included
structure sup
small‐diamete
recommendat
piles), and pre
Geotechnical
Mr. Witthoef
Northern and
timber‐suppo
double‐track
earth‐retainin
subsurface co
retaining wal
railroad safet
completion o
approximately
pile type sele
capacity for tw
Landslide Sta
served as pr
extension of
proposed exte
feet thick. Th
California’s m
nvestigation
hole geophys
deposit mater
shear plane g
demonstratio
extension.
Witthoef
investigation
tu shear wave
e project invo
analyses, inc
sign calculatio
Evaluation, B
ft planned an
d Santa Fe Ra
d demolition o
ported on de
er borings t
tions were d
eliminary ana
Evaluation, B
ft planned an
Santa Fe Ra
rted railroad
bridge struct
ng system, a
onditions and
ls. Services in
ty training fo
of safety re
y 85 feet. Ba
ection (i.e., C
wo driven ste
ability Evalua
oject engine
the La Pata
ension will tra
he landslide d
most unstable
program tha
ics), drilling,
rial. The work
eometry, and
n that an an
ft, PE, G
for a propos
e velocity me
olved signific
luding pile ca
ons. Prepare
BNSF Bridge
nd executed
ilway railroad
of the existin
eep foundati
to a depth
eveloped reg
alysis of axial
BNSF Bridge
nd executed
ilway railroad
bridge existe
ture, includin
nd construct
d to provide
ncluded coor
or all site pe
quirements,
ased on the r
Cast‐in‐Drilled
eel pile sectio
tion – La Pat
er for the g
Avenue (Cen
averse a Holo
deposit is wit
e geologic fo
at included ge
trenching, sa
k further inclu
d 2D and 3D s
ncient landsli
E
sed light rail
asurement, p
ant coordina
apacity calcul
d the geotech
7680‐35.7 Re
a geotechnic
d bridge Railr
g timber‐sup
ons. The ex
of up to 1
garding pile t
pile capacity
7200‐574.1 R
a geotechnic
d bridge 7200
ed at the site
ng installation
tion of bridg
e recommend
rdination with
rsonnel as w
field explor
results of fiel
d‐Hole, CIDH,
ns was perfo
ta Avenue Ga
geotechnical
ntral Segmen
ocene landslid
thin the Capi
ormation. Sc
eologic mapp
ampling, and
uded interpre
static and sei
de deposit (
maintenance
percolation te
tion with clie
ations, analy
hnical report
eplacement P
cal evaluation
road Bridge 7
ported bridge
ploration con
101½ feet.
type selection
for driven ste
Replacement
cal evaluation
0‐574.1. At th
. These were
n of a deep f
ge abutments
dations for p
h the client a
well as utility
ration was p
d exploration
versus drive
rmed.
ap Closure, S
investigation
nt; Geotechni
de deposit th
istrano forma
cope of serv
ping, geophys
geotechnica
etation of site
ismic slope st
FS = 1.0) wi
e yard. The g
esting, and la
ent, MTA, and
ysis of percola
conveying re
Project Victo
n for the pro
7680‐35.7 in V
e constructio
nsisted of the
Based on
n (i.e., Cast‐i
eel piles was
t Project, Nee
n for the pro
he time of the
to be demol
foundation s
s. The purpo
preliminary d
and BNSF to
y clearance t
performed, i
n, recommen
en piles), and
San Juan Cap
n and evalua
ical scope of
at is approxim
ation, a form
ices called fo
sical measure
al laboratory
e groundwate
tability evalua
ll be suitable
geotechnical
boratory test
d multiple co
ation test and
elevant findin
rville, Califor
oposed repla
Victorville, Ca
on of a concre
e drilling, log
the results
n‐Drilled‐Hole
performed.
edles, Califor
oposed repla
e evaluation,
ished and rep
ystem, instal
ose of the st
design of the
complete ba
through two
including bo
ndations were
d preliminary
pistrano, Cali
ation in supp
f work budge
mately 0.6 m
mation widely
or an execut
ements (surf
testing of re
er conditions,
ations. Proje
e subgrade f
ge
investigation
t assignment.
ontractors. P
d laboratory
gs to the clie
rnia. Project
acement of B
alifornia. Pla
ete double‐tra
gging, and sa
of field ex
e, CIDH, vers
rnia. Project
acement of B
, a railroad tr
placed with a
llation of a t
tudy was to
e pile founda
ackground ch
BNSF divisio
orings to a
e developed
y analysis of
fornia. Mr.
port of the
et: $1,000,00
iles long and
regarded as
tion of a foc
face refractio
epresentative
, developmen
ect challenges
or the propo
eo‐logic.com
n included
. The field
Performed
data, and
nt.
Engineer.
Burlington
anned site
ack bridge
mpling of
ploration,
sus driven
Manager.
Burlington
rack and a
a concrete
emporary
evaluate
ation and
hecks and
ons. Upon
depth of
regarding
axial pile
Witthoeft
proposed
00+). The
up to 300
southern
cused site
on and in‐
landslide
nt of basal
s included
osed road
B-23
J
S
E
B
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H
P
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P
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M
Jake Rus
Senior Projec
EDUCATION
BS, Environme
Engineering, 1
Humboldt Sta
PROFESSIONA
REGISTRATION
Professional E
California, No
Montana, No.
Oregon, No. 7
Colorado, No.
Utah, No. 588
Guam, No. 16
CERTIFICATIO
Certified Nucl
Operator
Certified by th
Research Insti
PROFESSIONA
Engineers Ass
Nevada Count
Member
ssell, PE
t Manager
ental Resourc
1998
te University
AL
NS
Engineer:
. C64512
. 16151
74557
. 39267
81834
621
NS
ear Soil Testi
he Geosynthe
itute
AL AFFILIATIO
ociation of
ty – Board
Mr. R
Oreg
perm
solid
State
engin
expe
the p
docu
analy
quali
Johns
Califo
GLA i
to pr
Cany
GLA i
const
prepa
Russe
Modu
deve
Desig
Joaqu
Proje
2B at
estab
const
Desig
Land
Lead
Speci
Landf
Phas
Califo
Proje
(2018
Modu
For M
Quali
remo
ces
y, CA
ng
etics
NS
Russell is a Re
on, Montana
mitting, and co
waste, comp
es and abroad
neering and o
rience encom
preparation of
ments, geote
yses, and surf
ty assurance
son Canyon L
ornia
is currently u
ovide solid w
on Landfill’s f
is currently w
truction in ea
aration of the
ell was on the
ules V & VI, a
lopment at th
gn of Module
uin County, C
ect Manager i
t the Landfill.
blish new pha
truction of M
gn of Areas 5
fill, San Joaq
Design Engin
ifications, CQ
fill. Also prov
e 2A, Module
ornia
ect Manager a
8) and Phase
ule 4 consiste
Module 4, GLA
ity Control Bo
oval system (L
egistered Prof
, and Guam.
onstruction m
posting, and im
d. For more th
overall plannin
mpasses all as
f design repo
echnical inves
face water hy
(CQA) projec
Landfill Expan
nder contract
waste consulti
future develo
working on the
arly 2019. GLA
e Technical Re
e project team
nd Module 4
he Landfill.
e 2B at the Fo
California
n charge of t
Contract also
asing, final gra
odule 2B will
B and 6 at th
uin County, C
neer in charge
QA Plan, and E
vided enginee
e 2, 3 & 4 Des
and Engineeri
2A, Module 3
ed of 30 acres
A successfully
oard for an en
LCRS) layer w
fessional Eng
He is respons
management o
mpoundment
han 15 years
ng for severa
spects of civil
orts, construct
stigations, sei
ydrology stud
cts for more t
nsion Designs
t with the Sal
ng and engin
opment. With
e design of M
A is also assist
eport for thei
m that provid
456B as well a
oothill Recycl
he design and
o included co
ading, and op
l also be prov
he North Coun
California
e of preparing
Engineers Esti
ering support
sign, Bena Sa
ing Task Man
3 (2010) com
s and Module
y gained appr
ngineered alt
hich consiste
ineer in Califo
sible for the c
of infrastruct
t projects thr
he has manag
l major indus
design and c
tion documen
ismic hazard s
ies. He has m
han 15 years
s and Master
linas Valley So
eering servic
h Mr. Russell a
Module VII, wh
ting the Auth
ir composting
ded the design
as master plan
ing Center &
d engineering
mpleting a ne
ptimization. S
vided in 2019.
nty Recycling
g the Constru
imate for Are
during the co
anitary Landfi
nager for the
posite liner sy
e 3 consisted
roval from the
ternative leac
ed of a geocom
ge
ornia, Colorad
civil design,
ture, remedia
roughout the
ged all of the
strial sites. His
onstruction in
nts, SWPPPs,
studies, stabi
managed cons
.
r Planning, Go
olid Waste Au
es related to
as Project Ma
hich is slated
hority in the
g facility. Ear
n of landfill ex
nning and site
Sanitary Lan
g services for
ew master pl
ervices durin
.
g Center & Sa
uction Plans,
eas 5B and 6 a
onstruction.
ill, Kern Coun
Phase 2A, Mo
ystem expans
25 acres of li
e Regiojnal W
chate collectio
mposite drain
o‐logic.com
do, Utah,
ation,
United
e
s
ncluding
permit
ility
struction
onzales,
uthority
Johnson
anager,
for
rlier, Mr.
xpansion
e
ndfill, San
Module
an to
g
anitary
at the
nty,
odule 4
sions.
ned area.
Water
on and
nage
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Jake Rus
Page 2
ayer in place
construction c
design, prepa
CQA services.
Manager for t
University of
Project Manag
Maintenance
University of C
compacted cla
Phase 3 Expan
Project Manag
quality assura
iner for the e
design, and co
document pre
Arvin Sanitary
Project Manag
Developed co
stormwater co
berm. Additio
recommendat
construction.
Wasatch Regi
Since 2005, Pr
for all six phas
cover permit,
construction o
collection syst
ECDC Environ
Project Manag
from a double
Control Act w
Assurance, de
projections, a
Washington C
Project Manag
Project Manag
ssell, PE
of the blanke
costs alone an
ration of con
Also served a
the preparati
California Da
ger and lead
Plan, Constru
California Dav
ay and geome
nsion Design,
ger for the Ph
ance. Phase 3
expansion. Ot
onstruction d
eparation. Ot
y Landfill Clo
ger for the de
onstruction dr
ontrols, excav
onal tasks incl
tion on the b
ional Landfill
roject Manag
ses of constru
stormwater
of two double
tem.
nmental Land
ger for severa
e composite t
waste cell. Oth
esign of a dou
nd miscellane
County Landf
ger for nume
ger for the pr
et gravel laye
nd is projecte
struction doc
as the Engine
on of a comp
avis Landfill C
design engine
uction Plans,
vis Landfill. CQ
embrane cov
, California St
hase 3 expans
included a b
her projects i
ocument pre
her engineer
sure, Kern Co
esign and con
rawings, spec
vation and bl
uded assistin
ids received f
, Tooele, Uta
ger for six exp
uction. Other
control desig
e‐lined liquid
fill, East Carb
al projects sin
to a single com
her projects in
uble lined liqu
eous site eng
fill, Washingt
rous projects
reparation of
r. This chang
ed to save ove
cuments, tech
eering Task M
prehensive ph
Closure, Davis
eer for the de
Specification
QA Manager
er, gas collec
treet Landfill
sion cell desig
entonite/nat
include Engin
eparation as w
ing tasks inclu
ounty, Califor
nstruction doc
ifications, an
ending of con
ng with the pr
from contract
ah
pansion design
engineering
gn, including p
waste evapo
bon, Utah
nce 2006. Pre
mposite liner
nclude design
uid waste pon
gineering.
on City, Utah
s at the landfi
a comprehen
ge saved the C
er $15,000,00
hnical assistan
Manager for th
hasing and Ma
s, California
evelopment o
s, and bidding
for the const
ction and cont
l, Redlands, C
gn, construct
ive soil admix
neering Task M
well as Phase
ude master p
rnia
cument prepa
d CQA Plan fo
ntaminated s
reparation of
tors, and prov
ns, constructi
tasks include
ponds, downd
oration ponds
epared a perm
system. Prep
n of 2 phases
nd, stormwate
h
ill since 2004.
nsive site Ma
County over $
00 over the lif
nce during co
he Phase 2A,
aster Plan for
of the Final Cl
g documents
truction of th
trol system u
California
ion documen
x program to
Manager for t
1 and 2 expa
planning, perm
aration for th
or the evapot
oil piles, pan
the bid packa
ving engineer
ion documen
e the preparat
drains, and co
s, and CQA fo
mit revision to
pared permit
of landfill exp
er collection
. Including fiv
ster Plan, bor
$1,000,000 in
fe of the land
onstruction, a
Module 2 des
r the site and
losure and Po
s for the WMU
e final cover.
pgrades, and
nt preparation
create the lo
the East Side
ansion cell des
mitting, and o
he final closur
transpirative
lysimeter, an
age, reviewin
ring and tech
nts, and CQA P
tion of an eva
ollection chan
r the installat
o redesign the
documents f
pansion, Cons
design, yearly
ve expansion
rrow soil ana
ge
n Module 4
dfill. Tasks in
and performa
sign and the P
a landfill gas
ost‐Closure
U2 Closure at
Project cons
d stormwater
n, and constru
ow permeabil
monolithic co
sign and cons
operations su
re of the Land
final cover,
nd flood plan
ng and provid
nical support
Plans. CQA M
apotranspirat
nnels, the des
tion of a land
e landfill liner
for a Toxic Su
struction Qua
y site life and
designs and C
lysis stormwa
o‐logic.com
ncluded
nce of
Project
system.
t the
sisted of
controls.
uction
ity soil
over
struction
pport.
dfill.
control
ing
t during
Manager
tive final
sign and
fill gas
r system
bstances
ality
d capacity
CQA.
ater
B-25
J
P
a
s
T
P
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f
w
I
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t
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s
C
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A
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Jake Rus
Page 3
analysis and d
services.
Tower Landfi
Project Manag
Project Manag
final closure d
work involves
mpact Statem
urisdictional
Ordot Dump S
Engineer of Re
Environmenta
the geotechni
evel docume
site.
CQA for Gas C
CQA Manager
nstallation of
and the exten
Graham Road
Project Manag
Manager and
at the site. Le
engineering a
Also Project M
Monterey Pen
Engineering s
Landfill. The p
composite lin
drainage mate
project team
Hesperia Land
Engineering T
Hesperia Sani
the project.
ssell, PE
design, Closur
ll, Commerce
ger for seven
ger for the CQ
design and CQ
s preparing th
ment for a lat
creek.
Superfund Cl
ecord for the
al Response, C
ical investigat
nts for the sit
Collection and
r for the gas c
f vertical gas e
nsion of existi
d Recycling an
ger for the de
lead design e
ead design en
ssistance incl
Manager prov
ninsula Landf
upport for th
project includ
er system of
erial. Contrac
for the review
dfill Closure E
Task Manager
tary Landfill.
re/Post‐Closu
e City, Colora
landfill expa
QA for all sev
QA services, n
he permitting
eral footprint
osure, Guam
final closure
Compensatio
tion, evaluate
te and prepar
d Conveyanc
collection and
extraction we
ng operation
nd Disposal F
esign of the C
engineer for t
ngineer for th
luded the pre
viding CQA se
fill, Marina, C
e design of th
ed the design
clay, Geosynt
ct bid assistan
w and modific
Engineering,
r for the Final
Provided con
ure Plans, site
do
nsion designs
en phases of
numerous ope
documents a
t expansion o
m
construction
n, and Liabilit
ed site develo
red the Closu
e System Exp
d conveyance
ells and wellh
s layer gas w
Facility, Medi
Cell 5D at the
the design of
e preparation
eparation a Fi
rvices for the
California
he Module 5
n and prepara
thetic Clay Lin
nce and const
cation of the
Hesperia, Ca
Closure Cons
nstruction doc
density calcu
s, preparation
construction
erations and e
and assisting
of the landfill
n documents f
ty Act Superf
opment altern
re and Post‐C
pansion, Rive
e system expa
head assembli
ells.
cal Lake, Was
Graham Road
a secondary
n of the Cells
ve Year Plan,
e Cell 5C cons
and Module 4
ation of const
ner (GCL), Hig
truction desig
existing Mast
lifornia
struction Proj
cument prepa
ulations, perm
n of construct
n. Also Project
engineering s
with the prep
which includ
for the Ordot
und site on th
natives, deve
Closure Plans
erbend Landfi
ansion at the
ies; leachate
shington
d Recycling a
aluminum pr
6 through 9 a
, clay borrow
truction at th
4 expansions
truction docu
gh Density Po
gn support wa
ter Plan.
ject of the 37
aration and c
mitting, and g
tion docume
t Manager fo
support proje
paration of an
es the realign
t Dump Comp
he Island of G
loped the fin
for this chall
ill, McMinnvi
Riverbend La
pumps for th
nd Disposal F
rocessing was
and leachate
study, altern
he site.
at the Monte
uments and C
olyethylene (H
as provided a
7‐acre monoli
construction s
ge
general engin
nts, and CQA
r a 20‐acre pa
ects. Current
n Environmen
nment of a
prehensive
Guam. GLA pr
al bid/constr
enging, high
ille, Oregon
andfill. Include
he gas extract
Facility. Proje
ste (salt cake)
pond design.
native liner de
erey Peninsu
CQA Plans for
HDPE), and LC
as well. Also o
ithic cover at
support throu
o‐logic.com
eering
Plans.
artial
project
ntal
rovided
uction‐
rainfall
ed
tion wells;
ct
) Monofill
. Other
esign.
la
the
CRS
on
the
ughout
B-26
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l
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Jake Rus
Page 4
Missoula Land
Project Manag
expansion. Als
ife calculation
CQA for Mod
CQA Manager
testing and do
geotextile, dra
sideslopes. Al
Design Engine
Prepared desi
andfill closure
storage pond.
Partial Landfi
Key project te
Developed th
Storm Water
Provided perm
Prevention Pla
surface water
Da Phuoc Lan
Civil design su
collection syst
soft, marine c
Heap Leach C
Performed civ
design. Design
conveyor‐stac
Nickel Heap L
Performed civ
solution pond
estimations.
Heap Leach D
Prepared desi
facility includi
documents fo
ssell, PE
dfill Expansio
ger for the de
so prepared M
ns. Provided s
ule 13 at the
r and Certifyin
ocumentation
ainage layer,
so managed t
eering, Coffin
ign plans and
e at this high
. Prepared ye
ll Closure, Sh
eam member
ree‐dimensio
Pollution Pre
mit assistance
an, and Storm
r.
ndfill, Ho Chi M
upport multip
tem design, a
clay.
Concept Study
vil design wor
n work includ
cker system, r
Leach Scoping
vil engineerin
d layout optio
Design, Coeur
ign drawings
ing HDPE and
or horizontal a
on Engineerin
esign and pre
Master Plan a
services at th
Columbia Rid
ng Engineer f
n included tw
the leachate
the CQA of Le
n Butte Landf
construction
rainfall site. A
early site capa
hort Mountai
for the prepa
onal phasing d
evention Plan
e for a compo
mwater Contr
Minh City, Vi
ple phased of
and stormwat
y, Cerro Mato
rk related to t
ded sizing and
raincoats, hyd
g Study, Gag
g work for th
ons, residue a
r Rochester M
and construc
d compacted c
and vertical e
ng, Missoula,
eparation of c
and Closure P
e landfill sinc
dge Landfill a
for the 16.3‐a
wo leak detect
collection sy
eachate Impo
fill, Benton Co
n documents f
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EDUCATION
Bachelor of Sc
Engineering, 2
California Stat
Chico
PROFESSIONA
REGISTRATION
Professional E
California, No
Professional E
Arizona, No. 5
PROFESSIONA
Certified Nucl
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Page 2
California Stre
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Page 3
this mine site
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plans and doc
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EDUCATION
Coursework i
AutoCAD and
Information s
Riverside Cou
College, 2003
Coursework i
Engineering a
Universidad N
Autónoma de
Regional del
Honduras, 19
SPECIALIZED
Academic Ins
AIDP Civil
AIDP Auto
AIDP 3DS
AIDP Revit
and 2010
AIDP Auto
2009
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Training in th
AutoCAD 2
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Plan Prepa
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Geograph
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equired the d
in Mathemati
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system (GIS),
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3
in Civil
and Design,
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3D 2010,
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Page 2
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Page 3
Engineering S
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family and co
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constructi
Scope of
program
(surface r
and geote
material.
conditions
shear test
Based on
three-dim
and seism
included
deposit th
strength p
reconcilia
strengths
of static a
the propo
The team
improvem
will be me
Deposit C
Client
Huitt‐Zollars
Contact
Confidentia
Timeframe
2001‐2014
Contract Am
$1.3 Million
Personnel
Neven Mata
Alan Wittho
(work with f
m
xtension F
osed extensio
deposit that i
he landslide d
as southern C
ater is approx
ane. The sit
Magnitude o
ion (PHGA) o
gered specie
on of a stabil
services calle
that included
refraction and
echnical labo
The work fu
s, basal shea
ting of basal s
n the results o
ensional (2-D
mic stability o
assessing p
hat was requir
parameters, d
tion of bac
from laborato
and seismic s
sed improvem
m was able t
ments, static a
et without con
C.
s, Inc.
l
mount
n
asovic, PhD, PE,
oeft, PE, GE
former employe
Feasibility S
on of the La P
is approximat
deposit is wit
California’s m
ximately 150
te is in an a
f 7.2 and si
of 0.47 g. Env
es habitat pre
ity buttress at
ed for an exe
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d in-hole geo
oratory testing
urther include
ar plane geo
shear plane m
of this investi
D and 3-D) s
f the propose
present-state
red for back-c
development
ck-calculated
ory torsional
stability criteri
ment.
to demonstra
and seismic st
nstruction of
GE
er)
Study, Des
Pata Avenue
tely 0.6 miles
thin the Capi
most unstable
ft above the
area of high
te bedrock P
vironmental c
clude re-align
t the toe of la
ecution of a fo
mapping, geo
physics), dril
g of represen
ed interpreta
ometry, and
materials.
gation, the te
stability mode
ed improveme
Factor of S
calculation of
of representa
shear stre
ring shear te
a that are su
ate that, upo
tability criteria
a costly berm
sign, and P
will traverse
s long and up
istrano forma
geologic form
e landslide de
seismicity,
Peak Horizon
concerns such
nment of the
ndslide depos
ocused site i
ophysical me
ling, trenchin
ntative lands
tion of site g
results of to
eam develope
els to demon
ents. Project
Safety (FS) o
basal shear
ative 2-D cros
ength param
esting, and es
itable, yet ac
on grading fo
a established
m at the toe o
Pre-Improvem
La Pata
Permitting
a Holocene
p to 300 feet
ation, widely
mation. The
eposit basal
with design
ntal Ground
h as limits of
road and/or
sit.
nvestigation
easurements
ng, sampling
slide deposit
groundwater
orsional ring
ed two- and
strate static
t challenges
of landslide
plane shear
ss sections,
meters with
stablishment
chievable for
or proposed
d for this site
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ment Static and Pse
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eudostatic Stability
Landslide Deposit C
Project Expe
Gap Clo
ces Provided
Geologic Mappin
Geotechnical Inv
ncluding drilling
sampling
Groundwater mo
nstallation and m
Site-specific geo
measurements
Geotechnical Lab
Testing
Back Analysis of
Deposit
2-D and 3-D Slop
Analysis
Development of g
plans and technic
specifications
Permitting
Landslide Depo
Evaluation – Aeria
C prior to road con
rience
sure
Page 1
d:
ng
vestigation,
and
onitoring well
monitoring
physical
boratory
Landslide
pe Stability
grading
cal
osit C
al view of
struction
B-35
Project Experience
US Navy, Southwest Division
geo-logic.com Page 1
Geotechnical services to support widening/new alignment, Wire Mountain/Vandegrift
Boulevard area, Boulevard, Camp Pendleton, CA
The proposed Wire Mountain Road Bridge over Vandegrift Boulevard
and associated improvements will improve traffic flow north of the
Main Gate at Marine Corps Base (MCB), Camp Pendleton, CA. The
proposed project includes a bridge structure and approximately 2,200
feet of new roadway and embankment located north of the Main Gate
at MCB Camp Pendleton, CA to accommodate the proposed increased
traffic loading for the new Navy Hospital.
The scope of work included 13 exploratory borings across the site and
associated laboratory testing to provide a geotechnical report
addressing geotechnical conditions for the proposed structure,
roadway, and associated improvements. The purpose of this
geotechnical study was to evaluate soil conditions below the existing
bridge, associated roadways, and retaining walls to provide
geotechnical recommendations to aid the design team with
preparation of project plans and specifications.
The design and construction was performed in accordance with current
Caltrans criteria and requirements.
Client
Naval Facilities Engineering Command
Contact
Scott Tenhoff, P.E., ROICC Camp Pendleton
P: 760‐725‐8201, C: 619‐708‐8290
Timeframe
2012‐2016
Contract Amount
$50,000
Personnel:
Joseph Franzone‐Project Engineer
Ted Primas‐Geologist
Site Safety Plan
Traffic control
Exploratory borings across the
site
Laboratory soil testing
Development of geotechnical
design recommendations
Subsurface exploration
Geologic mapping
Pavement design
Caltrans Design specifications
2010 Present day
B-36
B
M
C
M
C
J
T
2
C
$
P
C
G
G
i
t
f
P
c
S
p
A
g
h
c
M
t
C
G
c
Butterfield
Morgan Hill, C
Client
Mark Thomas &
Contact
immy Sims | 4
Timeframe
2011 – 2013
Contract Amou
$200,000
Personnel
Chalerm (Beeso
Grant Deem
Geo‐Logic Ass
nvestigation f
terminus near
four lane road
Pacific Railroa
channel, a det
Stabilized Em
program inclu
A Foundation
guidelines and
hole pile foun
capacity of pil
MSE and reta
team aprepar
Caltrans guide
GLA also prov
construction o
d Bouleva
CA
& Company/Cit
408‐453‐5373
unt
on) Liang
sociates (GLA
for the exten
r Tenant Aven
d with an ove
ad tracks. Ass
tention pond
bankments, a
uded convent
and Geotech
d provided re
ndation for th
les, foundatio
ining walls, a
red an Accele
elines for des
vided geotech
of the project
ard Extens
ty of Morgan H
) performed a
sion of Butte
nue to Monte
r‐crossing at
sociated impr
, a biofiltratio
and retaining
ional borings
hnical Investig
ecommendati
e over‐crossi
ons for box cu
nd flexible pa
ration Respo
ign of the ove
hnical observa
t.
sion
Hill
a geotechnica
rfield Boulev
erey Road. Th
Railroad Ave
rovements in
on basin, box
walls. The su
s and Cone Pe
gation report
ons for earth
ng and pile ti
ulverts, param
avement sect
nse Spectrum
er‐crossing.
ation and test
al and founda
ard from its s
he project inc
nue and the S
clude a drain
culverts, Me
ubsurface exp
enetrometer T
following Ca
hwork, cast‐in
p elevations,
meters for des
ions was prep
m (ARS) based
ting services d
ation
southern
cludes a
Southern
age
chanically
ploration
Testing.
ltrans
n‐drilled‐
lateral
sign of the
pared. GLA
d on
during
Project High
Observ
compac
subgrad
constru
backfill
culverts
for the
Observ
founda
Review
Attenda
Prepara
progres
Project E
hlights
ation and field
ction testing d
de preparation
uction of the M
ing adjacent to
s, construction
detention pon
ation of bridge
tion excavatio
w of submittals
ance of project
ation of daily r
ss reports
Experience
d
uring
n,
MSE walls,
o box
n of levees
nds
e
ns
and RFIs
t meetings
eports and
B-37
Cost Esstimate
Att
e Task B
tachme
Breakdo
ent 4
own andd Assummptionss
B-38
Cost Summary
City of Rancho Palos Verdes
March 5, 2019
Cost Summary by Task
Task No.Project Description Cost
1 Survey and Document Review $11,630
2 Geotechnical and Environmental Field Services $17,506
3 Conceptual Design and Geotechnical Evaluation $27,448
4 Detailed Design and Engineer’s Estimate $43,540
5 Bid and Permitting Support $15,170
6 Meetings $6,352
Subtotal:$121,646
Total:$121,646
Engineering Analysis, Evaluation, and Design
Palos Verdes Drive South Realignment
Cost Estimate
B-39
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 1 Survey and Document Review
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $250.00 $
Principal Professional I N. Matasovic Hour 224.00 4 896.00
Principal Professional I M. Yacyshyn Hour 204.00
Principal Professional I J. Dodge Hour 204.00
Senior Professional I J. Russell Hour 204.00
Senior Professional I G. Schnaar Hour 204.00
Project Professional III M.Vincent Hour 173.00
Project Professional III A.Witthoeft Hour 173.00 8 1,384.00
Project Professional I Staff Hour 161.00
Staff Professional III DC/HE/PK Hour 135.00
Senior Technical Editor R.Faye Hour 128.00
CADD/GIS/Data Base II Staff Hour 110.00
Technician III Staff Hour 97.00
Project Assistant II Staff Hour 85.00
Subtotal:12 $2,280.00
EXPENSES MARKUP UNIT UNIT FEE QUANTITY COST
Cal Vada Surveying, Inc.10%LS 8,500.00 1 8,500.00
Surveying
Subtotal:$8,500.00
Total Direct Cost 10,780.00
Markup on third party services 850.00
TASK 1 SUBTOTAL $11,630.00
TASK 1 TOTAL $11,630.00
NOTES:
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Witthoeft/Matasovic
Cost Estimate
B-40
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 2 Geotechnical and Environmental Field Services
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $$250.00 $
Principal Professional I N. Matasovic Hour $224.00 4 896.00
Principal Professional I M. Yacyshyn Hour $204.00
Principal Professional I J. Dodge Hour $204.00
Senior Professional I J. Russell Hour $204.00
Senior Professional I G. Schnaar Hour $204.00
Project Professional III M.Vincent Hour $173.00
Project Professional III A.Witthoeft Hour $173.00 8 1,384.00
Project Professional I Staff Hour $161.00 10 1,610.00
Staff Professional III DC/HE/PK Hour $135.00
Senior Technical Editor R.Faye Hour $128.00
CADD/GIS/Data Base II Staff Hour $110.00
Technician III Staff Hour $97.00
Subtotal:22 $3,890.00
Drilling Subcontractor 10%LS 4,500.00 1 4,500.00
Geotechnical Drilling
Envicom Corporation 10%LS 7,500.00 1 7,500.00
Environmental Survey
Los Angeles County 10%LS 378.00 1 378.00
Well Permit
Subtotal:$12,378.00
Total Direct Cost 16,268.00
Markup on third party services 1,237.80
TASK 2 SUBTOTAL $17,505.80
TASK 2 TOTAL $17,505.80
NOTES:
Witthoeft/Matasovic
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Cost Estimate
B-41
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 3 Conceptual Design and Geotechnical Evaluation
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $250.00 $
Principal Professional I N. Matasovic Hour 224.00 8 1,792.00
Principal Professional I M. Yacyshyn Hour 204.00
Principal Professional I J. Dodge Hour 204.00
Senior Professional I J. Russell Hour 204.00 24 4,896.00
Senior Professional I G. Schnaar Hour 204.00
Project Professional III M.Vincent Hour 173.00
Project Professional III A.Witthoeft Hour 173.00 120 20,760.00
Project Professional I Staff Hour 161.00
Staff Professional III DC/HE/PK Hour 135.00
Senior Technical Editor R.Faye Hour 128.00
CADD/GIS/Data Base II Staff Hour 110.00
Technician III Staff Hour 97.00
Subtotal:152 $27,448.00
EXPENSES MARKUP UNIT UNIT FEE QUANTITY COST
Subtotal:$0.00
Total Direct Cost 27,448.00
Markup on third party services 0.00
TASK 3 SUBTOTAL $27,448.00
TASK 3 TOTAL $27,448.00
NOTES:
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Witthoeft/Matasovic
Cost Estimate
B-42
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 4 Detailed Design and Engineer’s Estimate
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $250.00 $
Principal Professional I N. Matasovic Hour 224.00 20 4,480.00
Principal Professional I M. Yacyshyn Hour 204.00
Principal Professional I J. Dodge Hour 204.00
Senior Professional I J. Russell Hour 204.00 40 8,160.00
Senior Professional I G. Schnaar Hour 204.00
Project Professional III M.Vincent Hour 173.00
Project Professional III A.Witthoeft Hour 173.00 160 27,680.00
Project Professional I Staff Hour 161.00 20 3,220.00
Staff Professional III DC/HE/PK Hour 135.00
Senior Technical Editor R.Faye Hour 128.00
CADD/GIS/Data Base II Staff Hour 110.00
Technician III Staff Hour 97.00
Subtotal:240 $43,540.00
EXPENSES MARKUP UNIT UNIT FEE QUANTITY COST
$$
Subtotal:$0.00
Total Direct Cost 43,540.00
Markup on third party services 0.00
TASK 4 SUBTOTAL $43,540.00
TASK 4 TOTAL $43,540.00
NOTES:
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Witthoeft/Matasovic
Cost Estimate
B-43
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 5 Bid and Permitting Support
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $250.00 $
Principal Professional I N. Matasovic Hour 224.00
Principal Professional I M. Yacyshyn Hour 204.00
Principal Professional I J. Dodge Hour 204.00
Senior Professional I J. Russell Hour 204.00
Senior Professional I G. Schnaar Hour 204.00
Project Professional III M.Vincent Hour 173.00
Project Professional III A.Witthoeft Hour 173.00 40 6,920.00
Project Professional I Staff Hour 161.00
Staff Professional III DC/HE/PK Hour 135.00
Senior Technical Editor R.Faye Hour 128.00
CADD/GIS/Data Base II Staff Hour 110.00
Technician III Staff Hour 97.00
Subtotal:40 $6,920.00
EXPENSES MARKUP UNIT UNIT FEE QUANTITY COST
Envicom Corporation 10%LS 7,500.00 1 7,500.00
Consistency Evaluation
Subtotal:$7,500.00
Total Direct Cost 14,420.00
Markup on third party services 750.00
TASK 5 SUBTOTAL $15,170.00
TASK 5 TOTAL $15,170.00
NOTES:
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Witthoeft/Matasovic
Cost Estimate
B-44
Client Name:City of Rancho Palos Verdes Date:
Project Name:Engineering Analysis, Evaluation, and Design Estimator:
Palos Verdes Drive South Realignment
Project Number:pending Project Manager:
Terms:per agreement Prepared by:
Approved by:
Task 6 Meetings
SERVICES UNIT UNIT FEE QUANTITY COST
Principal Professional II S. Cullen Hour $250.00 $
Principal Professional I N. Matasovic Hour 224.00 16 3,584.00
Principal Professional I M. Yacyshyn Hour 204.00
Principal Professional I J. Dodge Hour 204.00
Senior Professional I J. Russell Hour 204.00
Senior Professional I G. Schnaar Hour 204.00
Project Professional III M.Vincent Hour 173.00
Project Professional III A.Witthoeft Hour 173.00 16 2,768.00
Project Professional I Staff Hour 161.00
Staff Professional III DC/HE/PK Hour 135.00
Senior Technical Editor R.Faye Hour 128.00
CADD/GIS/Data Base II Staff Hour 110.00
Technician III Staff Hour 97.00
Subtotal:32 $6,352.00
EXPENSES MARKUP UNIT UNIT FEE QUANTITY COST
Subtotal:$0.00
Total Direct Cost 6,352.00
Markup on third party services 0.00
TASK 6 SUBTOTAL $6,352.00
TASK 6 TOTAL $6,352.00
NOTES:
March 5, 2019
Witthoeft
Witthoeft
Witthoeft/Matasovic
Witthoeft/Matasovic
Cost Estimate
B-45
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t weather.
ject to prev
ge requireme
eformation o
, if requeste
y survey, ma
cord" condit
on any previ
surveyor ma
ord of Surve
s will be req
g, environm
ities, if avai
arked out b
Removal of
sis for addit
rout backfill,
e required.
or subcontr
ed herein, bu
analysis of
aluating pos
dditional sco
posed
rough
ed, if
ailing
ents.
of the
ed, at
terial
tions,
ously
ay be
y will
uired
mental
lable.
by on‐
USA
tional
, hot‐
ractor
ut we
f soil,
ssible
pe of
B-47
Attachment C
Palos Verdes Drive South – East End of the Landslide
C-1