HomeMy WebLinkAbout2023-01-24; City Council; Resolution 2023-033RESOLUTION NO. 2023-033
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, AUTHORIZING CREATION OF A NEW CAPITAL IMPROVEMENT
PROGRAM PROJECT, APPROPRIATION OF $362,600 FROM THE GENERAL
CAPITAL CONSTRUCTION FUND, EXEMPTION FROM THE PURCHASING
ORDINANCE'S COMPETITIVE BIDDING REQUIREMENTS AND EXECUTION OF
A PROFESSIONAL SERVICES AGREEMENT WITH ENGINEERING SYSTEMS, INC.
TO PROVIDE ENGINEERING, ENVIRONMENTAL AND CONSTRUCTION
SUPPORT SERVICES FOR THE PROPOSED TRIESTE SLOPE REPAIR PROJECT
WHEREAS, the City Council of the City of Carlsbad, California has determined that it is necessary,
and in the public interest to repair a slope failure located between Trieste Drive and El Camino Real
and north of Tamarack Avenue, which would include the city undertaking a new Capital Improvement
Program, or CIP, Project; and
WHEREAS, Public Works staff, in coordination with the City Attorney's Office and the Finance
Department, have provided justification for the selection of Engineering Systems, Inc., or ESi, based on
the exemption to the bidding process under Carlsbad Municipal Code Section 3.28.ll0(N) -"Situations
where solicitations of bids or proposals for good, services and/or professional services would be, in the
discretion of the awarding authority, impractical, unavailing, impossible, or not in the best interests of
the city"; and
WHEREAS, staff are requesting that the City Council authorize creation of a new CIP Project
titled "Trieste Slope Repair Project," or Project; and
WHEREAS, staff and ESi have negotiated a professional services scope of work and associated
fee in an amount not to exceed $327,600 to provide engineering, environmental and construction
support services for the Project for a period of three years from the effective date and the City Manager
may amend the agreement to extend the term for three additional one-year periods, as described in
Attachment A; and
WHEREAS, staff are requesting an exemption from the Purchasing Ordinance's competitive
bidding requirements under Carlsbad Municipal Code Section 3.28.ll0(N) for "[s]ituations where
solicitations of bids or proposals for goods, services and/or professional services would be, in the
discretion of the awarding authority, impractical, unavailing, impossible, or not in the best interests of
the city"; and
WHEREAS, staff are requesting that the City Council appropriate $362,600 from the General
Capital Construction Fund to the Project for the professional services agreement; and
WHEREAS, the City Planner has determined that the project is exempt from the California
Environmental Quality Act under Guidelines Section 15301(d), which addresses the restoration or
rehabilitation of deteriorated or damaged structures, and Section 15301(f), which addresses the
addition of safety devices for use during construction of or in conjunction with existing structures; and
WHEREAS, the City Planner has further determined that no exception to the exemptions as set
forth in Guidelines Section 15300.2 or Carlsbad Municipal Code 19.04.070(B) applies; and
WHEREAS, through the process outlined in Carlsbad Municipal Code Section 19.04.060, a notice
of determination of exemption was published on January 10, 2023, and no appeal to that notice was
filed.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
follows:
1.That the above recitations are true and correct.
2.That the Deputy City Manager, Administrative Services, is authorized to create a new
CIP Project and appropriate $362,600 from the General Capital Construction Fund to the
Project.
3.That an exemption from the Purchasing Ordinance's competitive bidding requirements
under Carlsbad Municipal Code Section 3.28.110(N) is approved.
4.That the Mayor is authorized and directed to execute the professional services
agreement with ESi in an amount not to exceed $327,600 for engineering,
environmental and construction support services of the Trieste Slope Repair Project
(Attachment A).
5.That the City Manager is authorized to amend the agreement to extend the term for
three additional one-year periods.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of
Carlsbad on the 24th day of January, 2023, by the following vote, to wit:
AYES:
NAYS:
ABSTAIN:
ABSENT:
Blackburn, Bhat-Patel, Acosta, Burkholder.
None.
None.
None.
KEITH BLACKBURN, Mayor
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Attachment A
PSA23-2039TRAN
AGREEMENT FOR TRIESTE SLOPE REPAIR PROJECT SERVICES
ENGINEERING SYSTEMS, INC.
THIS AGREEMENT is made and entered into as of the d t/ti:J day of
_:::,,__.U+'-J.L...i!:..lf,t.��,-----' 2023, by and between the City of Carlsbad, California, a
municipal corpor t , ("City"), and Engineering Systems, Inc, which will do business in California
as Engineering Systems, Inc. West Coast Operations, an Illinois Corporation, ("Contractor").
RECIJALS
A.City requires the professional services of a consultant that is experienced in civil
engineering and environmental documentation.
B.Contractor has the necessary experience in providing professional services andadvice related to civil engineering and environmental documentation. C.Contractor has submitted a proposal to City and has affirmed its willingness andability to perform such work.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City and Contractor agree as follows:
1.scopE OF WORKCity retains Contractor to perform, and Contractor agrees to render, those services (the
"Services") that are defined in attached Exhibit "A," which is incorporated by this reference in
accordance with this Agreement's terms and conditions.
2.STANDARD OF PERFORMANCEWhile performing the Services, Contractor will exercise the reasonable professional care and skill
customarily exercised by reputable members of Contractor's profession practicing in the
Metropolitan Southern California Area, and will use reasonable diligence and best judgment while exercising its professional skill and expertise.
3.IEBMThe term of this Agreement will be effective for a period of three (3) years from the date first above
written. The City Manager may amend the Agreement to extend it for three (3) additional one (1)
year periods or parts thereof. Extensions will be based upon a satisfactory review of Contractor's
performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement.
4.JIME IS Of JHE ESSENCETime is of the essence for each and every provision of this Agreement.
5.COMPENSATIONThe total fee payable for the Services to be performed during the initial Agreement term will be three hundred twenty-seven thousand six hundred dollars ($327,600). No other compensation for
the Services will be allowed except for items covered by subsequent amendments to this
Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the work and/or Services specified in Exhibit "A". Incremental payments, if applicable, should be made as outlined in attached Exhibit "A".
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6.PREVAILING WAGE RATES
PSA23-2039TRAN
Any construction, alteration, demolition, repair, and maintenance work, including work performed
during design and preconstruction such as inspection and land surveying work, cumulatively
exceeding $1,000 and performed under this Agreement are subject to state prevailing wage laws.The general prevailing rate of wages, for each craft or type of worker needed to execute thecontract, shall be those as determined by the Director of Industrial Relations pursuant to the
Section 1770, 1773 and 1773.1 of the California Labor Code. Pursuant to Section 1773.2 of the
California Labor code, a current copy of applicable wage rates is on file in the office of the CityEngineer. Contractor shall not pay less than the said specified prevailing rates of wages to allsuch workers employed by him or her in the execution of the Agreement. Contractor and anysubcontractors shall comply with Section 1776 of the California Labor Code, which generallyrequires keeping accurate payroll records, verifying and certifying payroll records, and making
them available for inspection. Contractor shall require any subcontractors to comply with Section
1776.
7.STATUS Of CONTRACTORContractor will perform the Services in Contractor's own way as an independent contractor and
in pursuit of Contractor's independent calling, and not as an employee of City. Contractor will be
under control of City only as to the result to be accomplished, but will consult with City asnecessary. The persons used by Contractor to provide services under this Agreement will not beconsidered employees of City for any purposes.
The payment made to Contractor pursuant to the Agreement will be the full and complete
compensation to which Contractor is entitled. City will not make any federal or state tax
withholdings on behalf of Contractor or its agents, employees or subcontractors. City will not be required to pay any workers' compensation insurance or unemployment contributions on behalf
of Contractor or its employees or subcontractors. Contractor agrees to indemnify City within thirty
(30)days for any tax, retirement contribution, social security, overtime payment, unemployment
payment or workers' compensation payment which City may be required to make on behalf ofContractor or any agent, employee, or subcontractor of Contractor for work done under this
Agreement. At the City's election, City may deduct the indemnification amount from any balance
owing to Contractor.
8.SUBCONTRACTINGContractor will not subcontract any portion of the Services without prior written approval of City.If Contractor subcontracts any of the Services, Contractor will be fully responsible to City for the
acts and omissions of Contractor's subcontractor and of the persons either directly or indirectly
employed by the subcontractor, as Contractor is for the acts and omissions of persons directlyemployed by Contractor. Nothing contained in this Agreement will create any contractual
relationship between any subcontractor of Contractor and City. Contractor will be responsible for
payment of subcontractors. Contractor will bind every subcontractor and every subcontractor of
a subcontractor by the terms of this Agreement applicable to Contractor's work unless specificallynoted to the contrary in the subcontract and approved in writing by City.
9.OTHER CONTRACTORSThe City reserves the right to employ other Contractors in connection with the Services.
1 o. INPEMNlflCATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees
and volunteers from and against all claims, damages, losses and expenses including attorneys fees arising out of the performance of the work described herein caused by any negligence,
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recklessness, or willful misconduct of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable.
The parties expressly agree that any payment, attorney's fee, costs or expense City incurs or
makes to or on behalf of an injured employee under the City's self-administered workers'
compensation is included as a loss, expense or cost for the purposes of this section, and that this section will survive the expiration or early termination of this Agreement.
11.INSURANCEContractor will obtain and maintain for the duration of the Agreement and any and all
amendments, insurance against claims for injuries to persons or damage to property which may
arise out of or in connection with performance of the services by Contractor or Contractor's
agents, representatives, employees or subcontractors. The insurance will be obtained from aninsurance carrier admitted and authorized to do business in the State of California. The insurance
carrier is required to have a current Best's Key Rating of not less than "A-:VII"; OR with a surplus
line insurer on the State of California's List of Approved Surplus Line Insurers (LASLI) with a rating
in the latest Best's Key Rating Guide of at least "A:X"; OR an alien non-admitted insurer listed bythe National Association of Insurance Commissioners (NAIC) latest quarterly listings report.
11.1 Coverage and Limits.
Contractor will maintain the types of coverage and minimum limits indicated below, unless the
Risk Manager or City Manager approves a lower amount. These minimum amounts of coverage
will not constitute any limitations or cap on Contractor's indemnification obligations under this Agreement. City, its officers, agents and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Agreement are adequate to
protect Contractor. If Contractor believes that any required insurance coverage is inadequate,
Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at
Contractor's sole expense. The full limits available to the named insured shall also be available and applicable to the City as an additional insured.
11.1.1 Commercial General Liability (CGL) Insurance. Insurance written on an
"occurrence" basis, including personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
11.1.2 Automobile Liability. (if the use of an automobile is involved for Contractor's work
for City). $2,000,000 combined single-limit per accident for bodily injury and property damage.
11.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as
required by the California Labor Code. Workers' Compensation will not be required if Contractor
has no employees and provides, to City's satisfaction, a declaration stating this.
11.1.4 Professional Liability. Errors and omissions liability appropriate to Contractor's profession with limits of not less than $1,000,000 per claim. Coverage must be maintained for a period of five years following the date of completion of the work.
11.2 Additional Provisions. Contractor will ensure that the policies of insurance required under
this Agreement contain, or are endorsed to contain, the following provisions:
11.2.1 The City will be named as an additional insured on Commercial General Liability
which shall provide primary coverage to the City.
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11.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which
will be written as claims-made coverage.
11.2.3 This insurance will be in force during the life of the Agreement and any extensions
of it and will not be canceled without thirty (30) days prior written notice to City sent by certified
mail pursuant to the Notice provisions of this Agreement.
11.3 Providing Certificates of Insurance and Endorsements. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance and endorsements to City.
11.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these insurance
coverages, then City will have the option to declare Contractor in breach, or may purchase
replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Contractor is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Contractor or deduct the amount
paid from any sums due Contractor under this Agreement.
11.5 Submission of Insurance Policies. City reserves the right to require, at any time, complete
and certified copies of any or all required insurance policies and endorsements.
12.BUSINESS LICENSEContractor will obtain and maintain a City of Carlsbad Business License for the term of theAgreement, as may be amended from time-to-time.
13.ACCOUNTING RECORDSContractor will maintain complete and accurate records with respect to costs incurred under this
Agreement. All records will be clearly identifiable. Contractor will allow a representative of City
during normal business hours to examine, audit, and make transcripts or copies of records and
any other documents created pursuant to this Agreement. Contractor will allow inspection of all
work, data, documents, proceedings, and activities related to the Agreement for a period of three
(3)years from the date of final payment under this Agreement.
14.OWNERSHIP Of DOCUMENTSAll work product produced by Contractor or its agents, employees, and subcontractors pursuant
to this Agreement is the property of City. In the event this Agreement is terminated, all workproduct produced by Contractor or its agents, employees and subcontractors pursuant to thisAgreement will be delivered at once to City. Contractor will have the right to make one (1) copyof the work product for Contractor's records.
15.COPYRIGHTSContractor agrees that all copyrights that arise from the services will be vested in City and Contractor relinquishes all claims to the copyrights in favor of City.
16.NOTICESThe name of the persons who are authorized to give written notice or to receive written notice on
behalf of City and on behalf of Contractor under this Agreement.
Ill
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For City
Name Scott Lyle
Title Senior Engineer
Department Public Works
City of Carlsbad
Address 1635 Faraday Ave
Carlsbad.CA 92008
Phone No. 442-339-2505
PSA23-2039TRAN
For Contractor
Name Philip Shaller
Title Project Manager
Address 15235 Alton Parkway, Suite 120
Irvine CA 92616
Phone No. (949) 336-9017
Email pjshaller@engsys.com
Each party will notify the other immediately of any changes of address that would require any notice or delivery to be directed to another address.
17.CONFUCT OF INTERESTContractor shall file a Conflict of Interest Statement with the City Clerk in accordance with the
requirements of the City of Carlsbad Conflict of Interest Code. The Contractor shall report
investments or interests in all four categories.
Yes [8J No D
18.GENERAL COMPLIANCE WITH LAWSContractor will keep fully informed of federal, state and local laws and ordinances and regulations
which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations.
Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986
and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are
required by this Agreement.
19.QISCBIMINATION AND HARASSMENT PROHIBITEDContractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.
20.DISPUTE RESOLUTIONIf a dispute should arise regarding the performance of the Services the following procedure will be used to resolve any questions of fact or interpretation not otherwise settled by agreement
between the parties. Representatives of Contractor or City will reduce such questions, and their respective views, to writing. A copy of such documented dispute will be forwarded to both parties
involved along with recommended methods of resolution, which would be of benefit to both
parties. The representative receiving the letter will reply to the letter along with a recommended
method of resolution within ten ( 10) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the City Manager. The City Manager will consider the facts and solutions recommended by each party and may then opt
to direct a solution to the problem. In such cases, the action of the City Manager will be binding
upon the parties involved, although nothing in this procedure will prohibit the parties from seeking remedies available to them at law.
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21.TERMINAJION
PSA23-2039TRAN
In the event of the Contractor's failure to prosecute, deliver, or perform the Services, City may
terminate this Agreement for nonperformance by notifying Contractor by certified mail of the termination. If City decides to abandon or indefinitely postpone the work or services contemplated
by this Agreement, City may terminate this Agreement upon written notice to Contractor. Upon
notification of termination, Contractor has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a
determination of fact based upon the work product delivered to City and of the percentage of work
that Contractor has performed which is usable and of worth to City in having the Agreement
completed. Based upon that finding City will determine the final payment of the Agreement.
City may terminate this Agreement by tendering thirty (30) days written notice to Contractor.
Contractor may terminate this Agreement by tendering December 6, 2022 (December 6, 2022)
days written notice to City. In the event of termination of this Agreement by either party and upon
request of City, Contractor will assemble the work product and put it in order for proper filing and
closing and deliver it to City. Contractor will be paid for work performed to the termination date;
however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made.
22.COVENANTS AGAINST CONTINGENT FEESContractor warrants that Contractor has not employed or retained any company or person, other
than a bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation
of this warranty, City will have the right to annul this Agreement without liability, or, in its discretion,
to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the
fee, commission, percentage, brokerage fees, gift, or contingentfee.
23.CLAIMS AND LAWSUITSBy signing this Agreement, Contractor agrees .that any Agreement claim submitted to City must
be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation
of litigation or in conjunction with litigation. Contractor acknowledges that if a false claim is
submitted to City, it may be considered fraud and Contractor may be subject to criminal
prosecution. Contractor acknowledges that California Government Code sections 12650 et seq.,
the False Claims Act applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of
information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Contractor acknowledges that the filing of a false claim may subject Contractor to an administrative debarment proceeding as the result of
which Contractor may be prevented to act as a Contractor on any pubi'ic work or improvement for
a period of up to five (5) years. Contractor acknowledges debarment by another jurisdiction is
grounds for City to terminate this Agreement.
24.JURISDICTION AND VENUEAny action at law or in equity brought by either of the parties for the purpose of enforcing a right
or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the
County of San Diego, State of California, and the parties waive all provisions of law providing for
a change of venue in these proceedings to any other county.
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25.SUCCESSORS AND ASSIGNSIt is mutually understood and agreed that this Agreement will be binding upon City and Contractor
and their respective successors. Neither this Agreement nor any part of it nor any monies due or
to become due under it may be assigned by Contractor without the prior consent of City, which
shall not be unreasonably withheld.
26.ENTIRE AGREEMENTThis Agreement, together with any other written document referred to or contemplated by it, along with the purchase order for this Agreement and its provisions, embody the entire Agreement and understanding between the parties relating to the subject matter of it. In case of conflict, the terms
of the Agreement supersede the purchase order. Neither this Agreement nor any of its provisions
may be amended, modified, waived or discharged except in a writing signed by both parties.
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27.AUTHORITY
PSA23-2039TRAN
The individuals executing this Agreement and the instruments referenced in it on behalf of
Contractor each represent and warrant that they have the legal power, right and actual authority
to bind Contractor to the terms and conditions of this Agreement.
CONTRACTOR
Engineering Systems, Inc., d.b.a. Engineering Systems, Inc. West Coast Operations, an Illinois corporation
By:
By:
(sign here)
Will R. Pinkston, President
(print name/title)
(sign here)
Brigid Loftus, Secretary
(print name/title)
CITY OF CARLSBAD, a municipal
corporation of the State of California
By:
�
Keith Blackburn, Mayor
ATTEST: C�m�
for Sherry Freisinger, City Clerk
If required by City, proper notarial acknowledgment of execution by contractor must be attached.
If a corporation, Agreement must be signed by one corporate officer from each of the following
two groups.
Groyp A Chairman, President, or
Vice-President
Groyp B Secretary, Assistant Secretary,
CFO or Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.
APPROVED AS TO FORM:
CINDIE K. McMAHON
BY: ___ ....,._{j__,"'-t'--·l,_k_,_�--'---l,-\,-City Attorney
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Exhibit "A"
October 28, 2022
Mr. Jason Evans
Associate Engineer
Department of Public Works
1635 Faraday Ave,
Carlsbad, CA 92008
email: jason.evans@carlsbadca.gov
15235 Alton Parkway, Suite 120
Irvine, CA 92618
RE: ESi Proposal: Slope Failure Analysis and Remedial Design
City of Carlsbad (Parcel No. 2080605500), Carlsbad, California
ESi Project No.: 78565W
Dear Mr. Evans:
In response to your recent inquiry, we are pleased to present to you this proposal for engineering
services for the design of a mitigation/repair plan for stabilization of an existing slope located on
property belonging to the City of Carlsbad (City), California (San Diego County Parcel Number
2080605500). The general location of the subject slope is shown on the following parcel map.
This proposal outlines the scope of work and services proposed by Engineering Systems, Inc.
(ESi) for the design of a repair system for the subject slope. This proposal is intended for slope
failure analysis, design of a repair/mitigation system, and construction support to be undertaken
solely on the City’s property.
As you are aware, ESi has already acquired extensive knowledge about the nature of the subject
landslide through various field observations and slope instrumentation. As such, we are familiar
with the local environmental, geological, and geotechnical conditions and constraints that may
Phone: 949-336-9001 | Fax: 949-336-9020 | Toll Free: 866-596-3994
www.engsys.com
ESi
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Exhibit "A"
ESi Proposal: Slope Failure Analysis and Remedial Design
ESi Project No.: 78565W
October 28, 2022
Page 2 of 6
affect your project. This knowledge will greatly assist us in evaluating and preparing an
appropriate repair to arrest any current and potential future movements of the slope in the area
of the subject slide. The geographic scope of our investigation will be limited to the areas in the
immediate vicinity of the subject landslide/slope failure. The general location of the landslide
looking east from El Camino Real is shown in the following figure.
We believe a team with expertise in Civil Engineering, Engineering Geology, Geotechnical
Engineering, and Structural Engineering is necessary to comprehensively evaluate and design a
slope repair system. ESi is unique in its ability to provide most of the necessary expertise and
services under one roof. The ESi team also includes subconsultants Psomas and LSA who will
support ESi in the preparation of design documents and environmental evaluation. A brief general
summary of ESi Civil/Structural/Environmental (CSE) practice is attached for your review. All
services on this project will be based on the enclosed Terms and Conditions. Curricula vitae of
the primary ESI staff expected to contribute to this project are included for your review. The
following is the list of proposed consultants for this project:
□Philip Shaller, PhD, PG, CEG – Dr. Shaller will be the project lead and primary contact.
He will also act as the lead geologist in charge of characterizing the extent and geometry
of the subject landslide.
□Macan Doroudian, PhD, PE, GE – Dr. Doroudian will be the lead geotechnical engineer.
He will oversee devising an appropriate repair based on the knowledge of site constraints,
known geological/geotechnical conditions, and any additional information acquired during
this investigation.
eneral Locatio
e Subject Lan
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Exhibit "A"
ESi Proposal: Slope Failure Analysis and Remedial Design
ESi Project No.: 78565W
October 28, 2022
Page 3 of 6
□Jennifer Jirschefske, PE, SE – Ms. Jirschefske will be the lead structural engineer. She
will perform the structural evaluation of the final proposed repair and provide the
component size and details for the structural members on the plans.
Our approach and estimated costs to evaluate the existing stability of the subject slope and to
prepare plans to permanently stabilize the slope are as follows:
Slope Repair Evaluation and Design Plans (ESi)
□Task 1- Geological Evaluation
ESi will revisit its current understanding of the geologic condition at the site and supplement it
with any additional information needed to enhance its current understanding of the failure
mechanism. Such additional geologic information may be based on the most recent
instrumentation records and data, review of any additional historic and future boring logs, field
observations of surface geology, and general collaboration with the geotechnical lead. Once
finalized, a report including the final site-specific geologic interpretation of the slide zone will be
provided to the geotechnical lead and city staff for design consideration.
□Task 2- Geotechnical Evaluation
Based on the information provided from Task 1, and our understanding of the site-specific
geologic material conditions and properties, examination of various repair configuration options,
and information obtained from any historic or additional soil exploration, a slope repair system will
be developed to meet the necessary slope stability requirements consistent with common slope
repair practice in the Carlsbad area. To provide a complete suite of the site-specific background
information needed to facilitate a permanent repair, collection of additional information such as
laboratory testing for chemical properties and other soil property characterization testing may be
necessary during this phase of the project. We anticipate that these laboratory tests be performed
by GMU Geotechnical, Inc. under supervision of and contract with ESi. The work performed under
this task will provide the final design loading conditions and scenarios acting on the structural
components for proper sizing and strength evaluation. This information as part of a geotechnical
investigation report will be provided to the structural lead and city staff for design consideration.
□Task 3- Structural Evaluation
The geotechnical design data and information including the site-specific geologic and loading
conditions obtained from Tasks 1 and 2 will be used to perform structural evaluation of the repair
system and its components. The outcome of this evaluation will be used to develop
Construction/Repair Plans and Bid Documents.
□Task 4- ESi Report
Based on the totality of our review of existing background geological/geotechnical information and
documents, site investigation, field instrumentation, and laboratory test results, failure analysis for
repair, and design of an appropriate slope repair system, ESi will issue a report that provides a
summary of our collective research, assumptions, analysis, and design drawings. This report will
also provide a brief assessment by ESi of the slope failure mechanism and contributing factors in
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
ESi Proposal: Slope Failure Analysis and Remedial Design
ESi Project No.: 78565W
October 28, 2022
Page 4 of 6
support of our final proposed repair strategy. Barring unforeseen issues during the project, we
anticipate preparing this report and accompanying design drawings within three months of
receiving your final authorization to proceed.
ESi will evaluate and respond to technical review comments in timely manner. Our budget
assumes three review cycles that we anticipate will take about a month.
□Task 5- Civil Plans (50%, 90%, 100%, and Final)
When the structural evaluation and analysis and the report review cycle is complete and
approved, ESi will prepare civil plans, special provisions and estimates for the slope repair design.
ESi will provide the following submittals:
-The Construction Documents, which includes construction plans, special provisions,
and estimates, will be submitted to the City of Carlsbad in the following phases: 50%
Construction Documents (Schematic Design)
-90% Construction Documents (Design Development)
-100% Construction Documents
-Final Construction Documents
ESi will coordinate the slope repair design and construction efforts with CWE, the consultants for
the channel restoration project. This channel runs in a southerly direction and is located on the
west side of the subject slope repair area.
□Task 6- Public Support Meetings
An ESi representative will attend public meetings or City Council closed session upon request to
respond to questions regarding the specific details of the subject slope repair and construction. A
total of 20 hours of meeting time has been budgeted.
□Task 7– Bid Support Services
ESi will provide general bid support to the City during the bidding process. An assumed budget
has been provided to provide plan clarifications, assist in preparing minor addendums, respond
to Requests for Information (RFIs) and attendance at pre-bid meeting(s).
□Task 8– Construction Support and Field Verification Services
ESi offers and highly recommends performing targeted field visits during the key construction
activities to verify that the exposed geologic conditions are consistent with our design
assumptions. If significant differences between the initial and subsequent field observations are
noted during construction, ESi will advise the City as to any potential alteration of the design
components necessary to conform to the design intent of the repair system. ESi will be
responsible for performing any potential design or repair plan modifications.
In addition, field observations and monitoring will be performed by an ESi Field Representative to
document the daily construction activities and communicate with the responsible ESi geologist
and geotechnical engineers for the project. The ESi Field Representative is responsible for
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
ESi Proposal: Slope Failure Analysis and Remedial Design
ESi Project No.: 78565W
October 28, 2022
Page 5 of 6
observing and documenting site conditions during construction and to verify that the construction
activities and grading is conducted in accordance with the approved construction plans and set
grading performance requirements, production of daily construction reports, observing and
documenting the preparation of natural ground prior to placement and compaction of fill, testing
of the compacted fill to verify that it meets the approved performance criteria and conditions set
forth in the approved plans.
Upon completion of grading, a field compaction report summarizing the nature of material
encountered in excavations, fill material type, preparation and placement, results of all density
tests and corresponding laboratory compaction test results will be produced and submitted to the
City for approval.
□Task 9– As-Builts (ESi)
ESi will prepare as-built drawings based on ESi field observations (red-lines) and as-built surveys
from Psomas. The as-built drawings will be provided to the City for review and approval.
The total cost to perform the above nine tasks (i.e., ESi Tasks 1 through 9) is estimated to be
$216,600.
□Task 10- Design Survey and Topographic Mapping (Psomas)
Psomas will provide topographic mapping services for the subject slope repair project. The survey
will include a limited boundary survey and aerial survey of the subject site. All surveyed data will
be performed and presented in accordance with City standards (i.e., with horizontal datum
consistent with NAD 83 and a vertical datum consistent with NGVD 29). During the construction,
Psomas will perform limited as-built surveys, the results of which will be used in production of ESi
as-built plans. The details of Psomas’ proposal as well as their estimated total cost of $61,360
(excluding the 10% mark-up handling fee i.e., $6,100 from ESi) is attached.
□Task 11- Environmental Evaluation (LSA)
LSA will provide environmental consulting services in support of the subject slope repair project.
LSA will prepare a draft environmental evaluation/CE support memorandum for a categorical
exemption under State CEQA Guidelines Section 15301. As part of its Scope of Work, LSA will
conduct a biological resources assessment, a cultural resource assessment, and will retain Ninyo
and Moore to conduct a limited historical database review and optional in-place soil screening for
purposes of identifying the potential for contaminated soils. Additionally, LSA will prepare a
revegetation plan for the areas affected by construction activities for the subject slope repair. LSA
will provide city staff with a final report including biological and cultural resources assessment
findings and revegetation plan from the tasks mentioned above (under Task 11).
The details of LSA proposal along with their total estimated cost of $39,648 to perform this task
(not including the ESi handling markup fees of 10%, i.e., $3,950) is attached.
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
ESi Proposal: Slope Failure Analysis and Remedial Design
ESi Project No.: 78565W
October 28, 2022
Page 6 of 6
Total Cost All Tasks
The total estimated cost to perform the above tasks is estimated to be $327,600. Attached are
tables from ESi, Psomas, and LSA for details on labor and expenses. Time and expenses will be
invoiced monthly.
Please contact me at 949.336.9001 with any questions. Thank you for the opportunity to provide
our services to you.
Sincerely,
Philip Shaller, PhD, PG, CEG
Senior Managing Consultant
Enclosures (7)
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69
Fee Proposal for Carlsbad Boulevard October 2022
PSA23-2039TRAN
Exhibit "A"
ESi Project Tasks
(Slope Repair Evaluation and Design Plans)
ESi
Senior
Managing
Consultant
Senior
Consultant
Project
Drafter
Field
Technician/Support Admin ODC Total
Hours Total Budget
$300 $250 $170 $145 $100
Task 1: Geology
1.1 Geological Evaluation 38 2 $ 100 40 $ 12,000
Sub-total Labor Hours 38 2 0 0 $ 100 40 $ 12,000
Task 2: Geotechnical
2.1 Geotechnical Evaluation 41 2 1 $ 100 44 $ 13,000
2.2 Laboratory Testing $15,500 0 $ 15,500
Sub-total Labor Hours 41 2 0 1 $15,600 44 $ 28,500
Task 3: Structural
3.1 Structural Evaluation 6 60 2 68 $ 17,000
Sub-total Labor Hours 6 60 0 2 $ - 68 $ 17,000
Task4: Design Report
4.1 ESi Report 37 2 4 43 $ 12,000
4.2 Review Comments 48 6 54 $ 15,000
Sub-total Labor Hours 85 2 10 $ - 97 $ 27,000
Task 5: Civil Plans (50%, 90%, 100%, and Final)
5.1 Construction Documents 50% Submittal 4 8 40 52 $ 10,000
5.2 Review Contractor Submittals / Shop Drawings 14 3 17 $ 4,010
5.3 Plan Submittals (50% -Final; Coordination with CWE) 16 24 12 52 $ 12,840
Sub-total Labor Hours 20 46 55 121 $ 26,850
Task 6: Public Support Meetings
6.1 Review Contractor Submittals / Shop Drawings 20 $ 150 20 $ 6,150
Sub-total Labor Hours 20 $ 150 20 $ 6,150
Task 7: Bid Support Services
5.2 Respond to Requests for Information 24 24 $ 6,000
Sub-total Labor Hours 24 $ - 24 $ 6,000
Task 8: Construction Support and Field verification Services
6.1 Field Geologic Verification 60 60 $ 18,000
6.2 Construction Observation Monitoring and Documentaion 440 $ 4,500 440 $ 68,300
6.3 Material Testing $ 3,000 0 $ 3,000
Sub-total Labor Hours 60 440 $ 3,000 500 $ 89,300
Task 9: As-Builts
7.1 Prepare As-Built Drawings 1 3 16 20 $ 3,770
Sub-total Labor Hours 1 3 16 0 $ - 20 $ 3,770
TOTAL 271 139 71 440 13 $21,100 934 $ 216,570
II
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
15235 Alton Parkway, Suite 120
Irvine, CA 92618
www.engsys.com
(Hourly)
2022 FEE & EXPENSE SCHEDULE PROFESSIONAL RATES
(RATES ARE REVIEWED AND ADJUSTED ON A YEARLY BASIS AND EFFECTIVE JANUARY 1ST)
•Phil Shaller, Sr. Managing Consultant & Team Leader $300
•Macan Doroudian, Sr. Managing Consultant $295
•Jennifer Jirschefske, Sr. Managing Consultant $250
•Senior Project Analyst $200
•Project Analyst $100 - $170
•Visualization Specialist $170 - $200
•Intern $100
EXPENSES
•Travel – airfare, hotel, meals, parking, rental car, depositions, etc.Cost
•Mileage (Not billed for rental car use)Prevailing IRS Rate
•Project related publications and special items (with client approval)Cost
•Outsourced services – shipping, reproduction, etc.Cost
•Single Direct Expense Purchases of $500 or more Cost + 10%
ARTIFACT STORAGE FEES (Quarterly)
ESi bills for quarterly artifact storage in advance
•Size 1 (approximate size of a shoebox)$150
•Size 2 (approximate size of a tote bag)$300
•Size 3 (approximate size of a pallet)$500
•Size 4 (vehicles)$1,000
•Custom Size (exceeding capacity of a pallet)Case-by-Case Basis
•Artifact Return Actual Packaging / Shipping Cost
•Artifact Disposal Cost
FACILITY USAGE FEES* (Daily)
•Shop Fee – Half Day (four hours or less)$800
•Shop Fee – Full Day $1,250
•Multi-Party Inspection Fee – Half Day (four hours or less)$1,750
•Multi-Party Inspection Fee – Full Day $3,000
•Remote Inspection Fee $635
•Lab Fees Dependent on Usage
*For use of the laboratory/inspection bay, conference rooms and paved lot. Rates do not include an ESi associate to
proctor activities. All Additional staff will be billed at ESi normal rates. A $500 advance deposit is required.
Phone: (949) 336-9001 • Fax: (949) 336-9020 • Toll Free: (866) 596-3994
f,ESi
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
15235 Alton Parkway, Suite 120
Irvine, CA 92618
www.engsys.com
PHILIP J. SHALLER, Ph.D., P.G., C.E.G.
SENIOR MANAGING CONSULTANT
pjshaller@engsys.com
Dr. Shaller has nearly 30 years of experience as an engineering geology consultant. He
specializes in the assessment and mitigation of geologic hazards. He has extensive experience
in the investigation of landslides, debris flows, alluvial fan flooding, post-wildfire flooding hazards,
dam spillway damage assessment, dam breach evaluations, pipeline failure investigations,
evaluation of retaining wall distress, expansive soils, and collapsible soils. His expertise also
includes geological and geomorphic site characterization by means of field mapping, aerial photo
analysis, and the logging of subsurface borings. Dr. Shaller also has experience in the evaluation
of horizontal directional drilling and horizontal auger borings. He also has extensive experience
in the areas of foundation construction and earthwork observation.
Areas of Specialization
Engineering Geology
Geologic Mapping & Subsurface Characterization
Rock Core, Soil Auger, CPT, Trenching, and Downhole Logging of Large Diameter Borings
Aerial Photo and Remote Sensing Analysis
Geomorphology
Geochemistry
Landslides and Slope Stability
Alluvial Fan Flooding
Post-Wildfire Flooding
Hurricane Storm Surge, Coastal Flooding, and Long-Term Sea Level Rise
Debris Flows
Dam and Embankment Failure
Retaining Walls
Expansive and Collapsible Soils
Construction Observation
Effects of Earthquakes on Natural and Constructed Slopes and the Built Environment
Seismic Risk Assessment
Liquefaction and Lateral Spreading
Sand Migration
Soil-Pipeline Interactions
Regional Subsidence and Ground Fissures
Landfill Performance and Stability
Instrumentation (Inclinometers and Piezometers)
Performance of Natural Stone Tiles and Finishes
Aggregate Sources and Performance
Construction Erosion Control and Sediment Migration
November 2021
Phone: 949-336-9001 | Fax: 949-336-9020 | Toll Free: 866-596-3994
ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
Page 2 of 12
Education
Ph.D., Geology, California Institute of Technology (Caltech), 1991
M.S., Geochemistry, Montana Tech, 1985
A.B., Geochemistry, Occidental College, 1983
Licenses and Certifications
Professional Geologist, California, #6132
Certified Engineering Geologist, California, #1912
Registered Geologist, Washington, #261
Registered Geologist, Arizona, #54316
40-Hour HAZWOPPER certification
Honors/Awards
Moderator (with MW Hart), Symposium on Long-Runout Landslides and Rock Avalanches, 52nd
Annual Meeting of Association of Engineering Geologists, Lake Tahoe, CA, September
23, 2009
Robert P. Sharp Graduate Teaching Award, California Institute of Technology, Division of
Geological and Planetary Sciences, 1990
Positions Held
Senior Scientist to Managing Scientist to Senior Managing Scientist and Head of Geo Group,
Exponent, Inc. 2000-2018
Project Geologist, Bing Yen and Associates, 1999-2000
Senior Staff Geologist to Project Geologist, Woodward-Clyde Consultants, 1991-1999
Professional Associations and Affiliations
Geological Society of America (member)
Association of Environmental & Engineering Geologists (member)
Seismological Society of America (member)
Publications
Shaller PJ, Doroudian M, Hart MW. The Eureka Valley Landslide: Evidence of a Dual Failure
Mechanism for a Long-Runout Landslide. Lithosphere 2020; (1): 1–26.
doi: https://doi.org/10.2113/2020/8860819
Extended version also available at:
https://www.engsys.com/media/1043-eureka-valley-lithosphere-8860819-extended.pdf
Shaller P, Sykora D, Doroudian M, Churchman GJ. Rapid In Situ Conversion of Late-Stage
Volcanic Materials to Halloysite Implicated in Catastrophic Dam Failure, Hawaii. Clay
Minerals 2016; 51:499-515.
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Exhibit "A"
Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Shrestha PL, Su SH, James SC, Shaller PJ, Doroudian M, Firstenberg CE, Thompson CT.
Conceptual site model for Newark Bay - Hydrodynamics and sediment transport. Journal
of Marine Science and Engineering 2014; 2(1):123-139.
Hart MH, Shaller PJ, Farrand GT, Biek RF. Comment on: When landslides are misinterpreted as
faults: Case studies from the western United States. Environmental & Engineering
Geoscience 2013 Feb; 19(1):95-97.
Hart MH, Shaller PJ, Farrand GT. When landslides are misinterpreted as faults: Case studies
from the western United States. Environmental & Engineering Geoscience 2012 Nov;
18(4):313-325.
Shaller P, Shrestha P, Doroudian M, Sykora D, Hamilton D. Numerical modeling of the 2005 La
Conchita landslide, Ventura County, California. In: Flood Hazard Identification and
Mitigation in Semi- and Arid Climates. French R, Miller J (eds), College Press (London),
2012.
French R, Fuller JE, Shaller P, Shrestha P. Needs and benefits of co-operation. In: Flood Hazard
Identification and Mitigation in Semi- and Arid Climates. French R, Miller J (eds), College
Press (London), 2012.
Shaller PJ, Shrestha PL, Doroudian M, Sykora D, Hamilton D. The 2005 La Conchita landslide,
California: Part 1 - Geology. In: 5th International Conference on Debris-Flow Hazards
Mitigation: Mechanics, Prediction and Assessment, Padua, Italy, June 14-17, 2011. Italian
Journal of Engineering Geology and Environment, Genevois R, Hamilton D, and
Prestininzi A (eds), GeneCasa Editrice Università La Sapienza, Rome, Italy, 2011; 745-
750.
Shrestha PL, Shaller PJ, Doroudian M, Sykora D, Hamilton D. The 2005 La Conchita landslide,
California: Part 2 - Modeling. In: 5th International Conference on Debris-Flow Hazards
Mitigation: Mechanics, Prediction and Assessment, Padua, Italy, June 14-17, 2011. Italian
Journal of Engineering Geology and Environment, Genevois R, Hamilton D, and
Prestininzi A (eds), GeneCasa Editrice Università La Sapienza, Rome, Italy, 2011; 751-
758.
Shaller P, Heron C. Proposed revision of marine terrace extent, geometry, and rates of uplift,
Pacific Palisades, California. Environmental & Engineering Geoscience 2004 Aug;
X(3):253-275.
Shaller P, Shaller A, Abbot PL, Seymour DC (eds). Review of proposed mechanisms of
Sturzstroms (long-runout landslides). pp. 185-202. In: Sturzstroms and Detachment
Faults, Anza-Borrego State Park, California, South Coast Geological Society, Annual Field
Trip Guidebook No. 24, October 1996. Shaller P, Komatsu G. Landslides on Mars. In:
Landslide News 1994; 8:18-21.
Shaller P. Analysis of a large moist landslide, Lost River Range, Idaho, U.S.A. Canadian
Geotechnical Journal 1991; 28:584-600.
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Exhibit "A"
Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Research Reports
Cydzik K, Shaller P, Doroudian M, Jirschefske J. July 2019 Ridgecrest earthquake sequence
observations from a post-earthquake reconnaissance, ESi White Paper, California,
December 2019.
Proceedings, Presentations, and Published Abstracts
Shrestha PL, Shaller PJ, Doroudian M, Cydzik, K. Evaluating sediment dynamics in waterways.
Proceedings, 10th International Conference on Scour and Erosion (ICSE-10), pp. 237-
250, October 18-21, 2021 (Virtual).
Shaller, P.J., Doroudian, M., Cydzik, K. and Shrestha, P., 2020. Construction, Operation, and
Failure of Ka Loko Dam, Kauai, Hawaii: Association of Engineering Geologists 2020
Annual Meeting, Dams and Levees Lesson Learned Symposium, Part 1, September 17,
2020.
Cydzik, K., Shaller, P.J., Shrestha, P., and Doroudian, M. Post-fire planning, policy, and natural
hazards mitigation: lessons learned during recovery from wildfires in the state of California,
USA, 2015-2019. American Geophysical Union 2019 Fall Meeting, San Francisco, CA.
December 9-13, 2019.
Shaller PJ, Shrestha PL, Deardorff TL, Wren J. Post-wildfire consequences on watershed
hydrology and the environment. Poster, SETAC North America 36th Annual Meeting, Salt
Lake City, UT, November 1-5, 2015.
Shaller PJ, Miller J and Summers, S. Arid Regions: Unique risks in the arid region. Panel
discussion, Floodplain Management Conference in conjunction with ASFPM Arid Regions
Conference, Floodplain Management Association, Rancho Mirage, CA, September 8-11,
2015.
Lancaster J, Miller J, McKibbin S, Fuller J and Shaller PJ. Joint panel on alluvial fans: Mapping
a moving target. Panel discussion, Floodplain Management Conference in conjunction
with ASFPM Arid Regions Conference, Floodplain Management Association, Rancho
Mirage, CA, September 8-11, 2015.
Shaller PJ, Shrestha PL, Deardorff TL, Wren J. Adverse hydrologic and ecologic impacts of
wildfires in western watersheds. Proceedings, World Environmental and Water Resources
Congress 2015: Floods, Droughts, and Ecosystems, Environmental Water Resources
Institute of the American Society of Civil Engineers, Austin, TX, pp. 2501-2509, May 15-
21, 2015.
Deardorff TL, Semenova S, Shaller PJ, Shrestha PL. Risk factors and ecological disturbances
that contribute to the occurrence of catastrophic wildfires in California. Presentation, World
Environmental and Water Resources Congress 2015: Floods, Droughts, and Ecosystems,
Environmental Water Resources Institute of the American Society of Civil Engineers,
Austin, TX, May 15-21, 2015.
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Exhibit "A"
Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Shaller PJ. The Eureka Valley Landslide, Martian Analogs and the Mechanics of Long-Runout
Landslides. Invited Presentation, Baylor University, Waco, TX, January 16, 2015.
Shrestha PL, James SC, Shaller PJ, Doroudian M, Peraza DB, Morgan TA. Estimating the storm
surge recurrence interval for Hurricane Sandy. Proceedings, World Environmental and
Water Resources Congress 2014: Water without Borders, Environmental Water
Resources Institute of the American Society of Civil Engineers, Portland, OR, pp. 1906-
1915, 2014.
Shaller PJ, Wren J, Shrestha PL, Sama M, Doroudian M. An evaluation of post-wildfire mitigation
measures on flood hazard potential in Southern California. Poster, World Environmental
and Water Resources Congress 2014: Water without Borders, Environmental Water
Resources Institute of the American Society of Civil Engineers, Portland, OR, 2014.
Shrestha PL, Su SH, James SC, Shaller PJ, Doroudian M, Firstenberg CE, Thompson CT.
Conceptual Site Model for Newark Bay - Hydrodynamics and Sediment Transport.
Presented at the 13th International Conference on Estuarine and Coastal Modeling, San
Diego, CA, November 4-6, 2013.
Shaller PJ. The geology and geomorphology of alluvial fans: A primer. Presented at 13th
Triennial ASFPM Arid Regions Conference, Scottsdale, AZ, October 17, 2013.
Shaller PJ, Cydzik K, Sama M, Wren J, Shrestha, P. The Station Fire revisited, projected versus
realized flood impacts 2009-2013. Presented at 2013 Floodplain Management
Conference, Anaheim, CA, September 4, 2013.
Shaller PJ, Cydzik K, Sama M, Wren J, Shrestha, P. The Station Fire revisited, projected versus
realized flood impacts 2009-2013. Presented at 2013 Wildland Fire Litigation Conference,
Monterey, CA, April 21, 2013.
Faris A, Shaller PJ. Application of semi-empirical liquefaction-induced lateral displacement model
to regional hazard mapping. Presented at 2013 Seismological Society of America Annual
Meeting, Salt Lake City, UT, April 17, 2013.
Shaller PJ, Shrestha, PL, Hamilton, DL, Jordan N, Rezakani M. Assessment of alluvial fan
flooding hazards and proposed mitigation, Thousand Palms, California. Presented at 2010
Floodplain Management Association Annual Meeting, Henderson, NV, November 3, 2010.
Shaller PJ, Shrestha PL, Doroudian M, Rezakani M. Assessment of flood hazard, Travertine
Point Area, Southeastern California. Presented at 2010 Floodplain Management
Association Annual Meeting, Henderson, NV, November 3, 2010.
Shaller PJ, Shrestha PL, Doroudian M, Hamilton DL, Sykora, DW. The January 10, 2005 La
Conchita landslide. Presented at 2010 Geological Society of America Cordilleran Section
and Pacific Section AAPG Meeting, Anaheim, CA, May 29, 2010.
Shaller PJ. An introduction to long-runout landslides. Presented at 52nd Annual Meeting of
Association of Engineering Geologists, Lake Tahoe, CA, September 23, 2009.
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Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Shaller PJ, Mathieson B, Okubo S. The Travertine rock avalanche, southern Santa Rosa
Mountains, southeastern California. Presented at 52nd Annual Meeting of Association of
Engineering Geologists, Lake Tahoe, CA, September 23, 2009.
Hart MW, Shaller P, Farrand GT, Olson B. Reconnaissance of long-runout rock avalanches in
eastern California. Presented at 52nd Annual Meeting of Association of Engineering
Geologists, Lake Tahoe, CA, September 23, 2009.
Shrestha PL, Hamilton DL, Cydzik K, Wardak S, Jordan N, Shaller PJ, Doroudian M. Flood
hazard analysis and mitigation. Proceedings, International Conference on Water,
Environment, Energy and Society (WEES-2009), pp. 699-706, New Delhi, India, January
12-16, 2009.
Wardak S, Murillo B, Hamilton D, Shrestha PL, Doroudian M, Cydzik K, Medellin J, Shaller PJ.
Sedimentation analysis in an open channel network for existing and proposed
development conditions. ASCE-EWRI World Environmental & Water Resources
Conference, Honolulu, HI, May 12-16, 2008.
Shrestha PL, Hamilton D, Jordan N, Lyle JE, Doroudian M, Shaller PJ, Wardak S, Cydzik K,
Medellin J. Inland flood hazard analysis and mitigation. ASCE-EWRI World Environmental
& Water Resources Conference, Honolulu, HI, May 12-16, 2008.
Shaller P. Dig or drill? Weighing options for robotic planetary surface exploration missions.
Presented at ASCE Aerospace Division, International Earth and Space Conference, Long
Beach, CA, March 3-5, 2008.
Shaller P. Out of the frying pan and into the mud — The fire-flood sequence in southern California.
Presented at a meeting of the Orange County Coastal Coalition, Newport Beach, CA,
September 27, 2007.
Shaller P, Hamilton D, Lyle J, Mathieson E, Shrestha P. The fire-flood-erosion sequence in
California — A recipe for disaster. Presented at ASCE World Environmental and Water
Resources Congress, Omaha, NE, May 21-25, 2006.
Shaller P, Hamilton D, Shrestha P, Lyle J, Doroudian M. Investigation of flood and debris flow
recurrence — Andreas Canyon, San Jacinto Range, Southern California. Presented at
ASCE World Environmental and Water Resources Congress, Omaha, NE, May 21-25,
2006.
Shaller P. Investigating subsurface conditions in bouldery terrain. Presented at ASCE Aerospace
Division International Earth & Space Conference, Houston, TX, March 5-8, 2006.
Shaller P, Shrestha P, Hamilton D, Doroudian M, Lyle J, Cattarossi A. Investigation of flood
hazards on alluvial floodplains. Presented at ASCE World Water and Environmental
Resources Congress, Anchorage, AK, May 16-19, 2005.
Shaller P, Wren J. 2005 landslides: Observations from the trenches. Presented at Minimum
Continuing Legal Education Seminar Series, California Club, Los Angeles, CA, May 11,
2005.
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Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Shaller P, Hamilton D, Shrestha P, Lyle J, Doroudian M. Investigating flood hazards on alluvial
floodplains. Presented at Alluvial Fan Flood Hazard Management Symposium, Phoenix,
AR, April 20-22, 2005.
Shaller P. Investigating the ups and downs of the geology of Las Vegas, Nevada. Presented at
Pomona College (presentation to undergraduate students), Pomona, CA, February 21,
2005.
Shaller P, Hamilton D, Doroudian M, Shrestha P, Lyle J, Cattarossi A. Interpretation of tectonic,
fluvial and eolian landforms in the Upper Coachella Valley, California, using aerial
photography, DEM and LIDAR technology. Geological Society of America, Abstracts with
Programs, Vol. 36, No. 5, p. 299, November 2004.
Shaller P, Hamilton D, Lyle J, Doroudian M, Shrestha P. Fire-flood-erosion sequence: Analysis
and mitigation. Presented at ASFPM Arid Regions 10th Biennial Conference, Restoration
and Management of Arid Watercourses, Mesa, AZ, November 2004.
Shaller P, Hamilton D, Lyle J, Doroudian M, Shrestha P. Multi-disciplinary approach to
distinguishing flood hazards on alluvial floodplains. Presented at ASFPM Arid Regions
10th Biennial Conference, Restoration and Management of Arid Watercourses, Mesa, AZ,
November 2004.
Shaller P, Mathieson E. Geological aspects of slope stability. Presented at Slope Stability and
Landslides short course, University of Wisconsin-Madison Department of Engineering
Professional Development, University of California Los Angeles, February 8-10, 2006,
February 16-18, 2005, February 18-20, 2004, February 19-21, 2003, February 20-22,
2002, and February 21-23, 2001.
Shaller P, Medley E, Hamilton D, Lyle J, Mathieson E, Weirich F. Hydrologic impacts and
watershed recovery following the 1999 Lowden Ranch Fire, Lewiston Area, Trinity County,
California. Presented at Wildland Fire Impacts on Watersheds Conference, Denver, CO,
October 2003.
Shaller P, Medley E, Sutarwala S. Meeting the challenges of characterizing subsurface conditions
in bouldery terrain. Paper No. 115-8, Session No. 115, Engineering Geology (Posters).
Presented at Annual Conference, Geological Society of America, Denver, CO, October
29, 2002.
Shaller P, Wren J, Sykora D. New approaches to evaluate and explain recurring geotechnical
issues in litigation cases, Part 3: Synthetic Aperture Radar Interferometry (InSAR).
Presented at 7th Annual ASCE Forensic Engineering Technical Group Meeting, Los
Angeles Section, University of California Irvine, CA, May 10, 2002.
Shaller P, Gupta A, Saraf V. Gujarat Earthquake reconnaissance. Web page developed for
Exponent Web Site, Spring, 2001.
Shaller P. Geologic work at the Getty Center, Los Angeles: A study in geologic complexity.
Presented at 43 Annual Meeting of Association of Engineering Geologists, San Jose, CA,
September 2000.
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Phillip J. Shaller, Ph.D., P.G., C.E.G.
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Shaller P, McSaveney M, Gillon M, Beetham R, Freeman T. Age and failure style of a large
landslide complex at Matahina Reservoir, New Zealand. Presented at 40th Annual
Meeting of Association of Engineering Geologists, Portland, OR, October 1997, and in
Geological Society of America, Abstracts with Programs, Vol. 29, p. 64, May 1997.
Shaller P, Heron C. Reinterpretation of wave-cut marine terraces west of Castellammare Mesa,
Pacific Palisades, California. Geological Society of America, Abstracts with Programs, Vol.
29, p. 19, May 1997.
Shaller P. Review of proposed mechanisms of Sturzstroms (long-runout landslides). Presented
at 24th Annual South Coast Geological Society Field Trip, October 1996.
Shaller P, Rapp L. Folds, faults and fills: The geology and geotechnical engineering of the Getty
Center, Brentwood, California. Presented at Monthly Meeting of Association of
Engineering Geologists, Southern California Section, Los Angeles, CA, June 1996.
Shaller P. Mechanics of long-runout landslides. Presented at Monthly Meeting of Association of
Engineering Geologists, Southern California Section, Los Angeles, CA, February 1996.
Shaller P. The runaway mountain. Television appearance on documentary program Horizon,
British Broadcasting Corporation, 1996.
Shaller P, Sabins E. Last motion on the Benedict Canyon Fault, Santa Monica Mountains,
California. Geological Society of America, Abstracts with Programs, Vol. 26, p. 185,
October 1994.
Shaller P, Murray B, Ivanov B. 3rd Caltech/U.S.S.R. Schmidt Institute of Earth Physics
Conference on Long-Runout Landslides. Landslide News, No. 5, pp. 37-38, 1991.
Shaller P. Long-runout landslides on Mars. Presented at U.S.S.R. Academy of Sciences, O. Yu.
Schmidt Institute of Earth Physics, Moscow, October 1990.
Shaller P, Murray B, Albee A, Shelton J. A large composite landslide/debris flow, Lost River
Range, Idaho. Geological Society of America, Abstracts with Programs, Vol. 21, p. 344,
October 1989.
Shaller P, Muray B, Albee A. Subaqueous landslides on Mars? Presented at 20th Lunar and
Planetary Science Conference, pp. 990-991, October 1988.
Project Experience
Assessed emergency management of floodwaters at a canyon landfill on Oahu, Hawaii subjected
to multiple high-magnitude storm events over a short period while in a temporary
construction condition. Developed a topographic model of the temporary storage
impoundment pond and embankment present during the flood events. Evaluated on-site
construction techniques and the stability of the earthen embankment under various
floodwater storage scenarios. Utilized existing databases of earthen dam failures and
erosion models to predict outflows resulting from simulated embankment breach
scenarios. Developed a FLO-2D model to assess depth, duration, direction and velocity
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November 2021
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of surface flows that would have resulted from an embankment breach. Evaluated
potential impacts from the simulated embankment breach to downstream infrastructure
that included a power generation facility and an arterial highway.Evaluated the volume,
present condition and future performance of an unpermitted landfill constructed on a
rugged, previously undeveloped hilltop location in Ventura County, California. Assessed
past and future erosion and slope stability concerns and the estimated the volume of
imported fill delivered to the site by assessing load records. Evaluated the means and
methods utilized to prepare the ground to accept fill and the relative degree of fill
compaction based on the results of a subsurface investigation.
Performed geological and geochemical investigation of the Ka Loko dam failure, Kauai, Hawaii.
The 1890s-era hydraulic fill dam failed catastrophically after an extended period of heavy
rainfall on March 14, 2006. Conducted field mapping, observed drilling and sampling of
geotechnical borings, developed geologic cross sections, and directed geochemical
testing of embankment soils and foundation materials.
Evaluated the mechanics and travel path taken by the January 10, 2005 La Conchita landslide,
Ventura County, California, which resulted in 10 deaths and the destruction of 36
residences. Participated in modeling the flow of debris using commercial FLO-2D
software, validated the modeling by means of maps, photographs and video of the event,
and applied the results to evaluating the role played by a temporary wall in purportedly
deflecting the landslide debris into the affected residential development.
Evaluated cause and origin of distress to single-family residence in La Mirada, California and
possible relationships to underlying fill character and adjacent buried CMP storm drain
line.
Led team that carried out post-earthquake reconnaissance of damaged infrastructure and ground
deformation following the Mexicali Earthquake, April 4, 2010. Developed web site material
based on findings of the reconnaissance.
Evaluated the engineering geologic feasibility of installing a pipeline system through the Niger
Delta and contributed to the development of a preliminary risk assessment to assist the
government and operator in quantifying potential risks and in making a go or no go
decision on the project.
Evaluated geomorphic effects of early 2005 storm runoff on the Santa Clara River system in
northern Los Angeles County, California. Documented areas of bank erosion by means of
aerial photo analysis and field inspection.
Performed geologic and geomorphic investigations for 100-year flood hazard evaluations for sites
located on active alluvial fan surfaces in Rosamond, Tujunga, North Fontana, Desert Hot
Springs, Palm Springs, Thousand Palms, Indio, Oasis and Thermal, California, and
Phoenix, Arizona. Combined field observations with aerial photo interpretation to
document active and inactive portions of the alluvial fans. Used findings to document the
geologic and geomorphic history of the sites, including the role of active tectonics and
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climate change on fan processes. Provided oversight for hydrologic modeling of peak 100-
year stormwater flows on active portions of fans.
Conducted soils and geologic investigations for construction of temporary and permanent flood
control levees in the Whitewater River spreading grounds and in the central Coachella
Valley, California.
Performed field investigations, including field mapping, drilling, logging and sampling of soils
along levee alignments. Participated in development of recommendations for temporary
and permanent levee construction.
Project engineering geologist for flood control-related investigations and design of detention dam,
pipeline, and open channels at the Sunrise Mountain landfill, Las Vegas, Nevada.
Performed or directed geologic mapping, aerial photo interpretation, mapping and
characterization of late Quaternary faulting and seismic sources, rock coring, down-hole
packer testing, test pits, aggregate sampling, and logging of fault trenches. Participated in
preparation of design geotechnical report and provided geologic input for design plans.
Project manager for the geotechnical investigation of the Agua Caliente Cultural Museum, near
Palm Springs, California. Conducted boulder mapping, directed test pit excavations,
conducted an in-situ load test for collapsible soil, and prepared a summary geotechnical
report. Also conducted an investigation of the debris flow flood hazard using aerial photos
and field mapping and provided recommendations for mitigation of the hazard.
Participated in discussions of footing design options with the project architect and
structural engineer.
Project manager for the Lowden Fire investigation, Lewiston, California. Managed a six-member
team evaluating the geologic, hydrologic and ecologic effects of a 1999 wildfire. The
project entailed aerial photo analysis, engineering geologic evaluation of slope stability
and mass wasting issues, storm water runoff and sediment yield analysis, as well as
evaluation of the intensity of the burn and the level of recovery from the fire.
Project manager for investigation of alleged wall distress and out-of-tolerance residential slab tilts
at a 1,300-home residential development in Las Vegas, Nevada. These claims were
investigated by combining field observations and manometer measurements with In-SAR
remote sensing techniques, historical aerial photographs of the development, geologic
mapping, and available construction plans and documents.
Observed and documented field load testing for collapsible soils, Hamaca Refinery, Venezuela.
Also performed geologic field mapping, logged test pits and trenches, developed geologic
maps and cross sections, and participated in construction of project database.
Served as geology representative from Exponent in EERI-sponsored visit to site of January 2001
(magnitude 7.7) Gujarat, India, earthquake. Conducted 10-day field reconnaissance in
epicentral region with team of seismologists seeking evidence of coseismic ground
rupture.
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Phillip J. Shaller, Ph.D., P.G., C.E.G.
November 2021
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Observed CPT-LIF testing at the Kinder-Morgan Mission Valley tank farm, San Diego, California.
Developed geologic cross sections derived from the CPT data and developed maps and
cross sections depicting the subsurface distribution of hydrocarbons beneath the facility.
Performed visual inspections and destructive testing for single-family residences and apartment
complexes at various locations in Fontana, Huntington Beach, Laguna Niguel, Santa
Monica, Van Nuys and Hollister, California, to investigate claims of slab distress, moisture
intrusion and/or earthquake damage.
Performed historic air photo analysis for the Ocean Trails Golf Course, Rancho Palos Verdes,
California. Documented intersections of construction haul roads and buried sewer pipeline
in area of major slope failure.
Directed an investigation of a potentially life-threatening landslide complex at Lukes Farm,
Matahina Reservoir, New Zealand, and a reconnaissance slope stability hazard
investigation along the Pacific Coast Highway from Santa Monica to Malibu, California.
Assisted in the development of an emergency response and remediation of a landslide
threatening a residential development in Diamond Bar, California, and performed an
emergency evaluation and geotechnical investigation of a landslide at the Getty Villa
museum complex in Pacific Palisades, California.
Performed a variety of geotechnical site investigation activities, including logging bucket auger
borings for a proposed dam near Graybull, Wyoming; mapping stream scour above a
heated oil pipeline in Santa Barbara, California; directing a CPT investigation of a bridge
crossing of the San Gabriel River in Pico Rivera, California; and investigating and
developing cross sections for the proposed expansion of a flood control channel in San
Clemente, California. The latter included observing the installation of two slope
inclinometers in large fill slopes along the banks of the channel.
Served as a project geologist during construction of The Getty Center museum complex in
Brentwood, California, and is the geologist of record for the site's funicular tramway.
Developed cross sections, performed computer-aided slope stability evaluations, and
logged a combined total of more than 100 test pits, bucket auger borings, drilled pier
shafts, drilled slope drains, mass grading cuts, and spread footing excavations at the
museum site.
Directed the engineering geologic investigation for a 115-mile railway alignment on the Tongue
River, Montana. The project called for the excavation of major cuts and fills in areas
underlain by soft sedimentary rock, coal deposits and burned coal.
Performed construction observation tasks, including the documentation of an approximately
1,000-foot long retaining wall footing in Chino Hills, California, and observed the over-
excavation for a water pump plant in San Diego, California. Performed geologic mapping
in mass grading cuts at a landslide overexcavation in Diamond Bar, California.
Performed investigations of landslide-related problems for home sites in Malibu, California, and
an apartment complex in El Sereno, California.
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November 2021
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Investigated vibration issues at a condominium complex in Anaheim, California, and construction
defects case for a condominium complex in Lemon Grove, California.
Performed geotechnical and seismic investigations for city agencies. These projects include the
revision of seismic safety elements for the City of Monterey Park, California, and the City
of West Hollywood, California, as well as the reconstruction of an elementary school in
Glendale, California, and the development of a sports park for the City of Chino Hills,
California. The latter project included the construction of three groundwater monitoring
wells in an area of historically high groundwater.
Served as an instructor at Ranch Santiago Community College in Santa Ana, California, and as
a teaching assistant at the California Institute of Technology in Pasadena, California.
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Exhibit "A"
15235 Alton Parkway, Suite 120
Irvine, CA 92618
MACAN DOROUDIAN, Ph.D., P.E., G.E.
SENIOR MANAGING CONSULTANT
mdoroudian@engsys.com
Dr. Macan Doroudian has over 20 years of experience in the fields of geotechnical, foundation,
and earthquake engineering. He has worked on a broad array of projects including geotechnical
and ground motion assessments for earthen dams, embankment dam and spillway evaluation
and breach modeling, stabilization of large landslides, moisture intrusion through slab-on-grade
concrete floors, failure analysis of mechanically stabilized earth retaining walls, sheet pile wall
design and channel bank stabilization, settlement, soil erosion associated with landfill cover,
construction vibration monitoring and damage potential assessment associated with such
vibrations, and pipeline failure investigations, geotechnical site characterization and evaluation of
horizontal directional drilling and horizontal auger borings. Dr. Doroudian has also performed
geotechnical engineering analysis for numerous telecommunication facility sites.
In addition, he has extensive laboratory soil testing experience, including the design and
fabrication of specialized testing equipment, development of testing protocols, and devising new
testing methodologies. This experience includes custom-development of a device for measuring
small-strain behavior of soils (a replica is currently used at University of Rome, Italy), development
of special equipment for sample preparation from wide-diameter tubes for triaxial testing, and
devising special techniques for centrifuge testing of soil-nail excavation models under cyclic loads.
He is also experienced in geotechnical field instrumentation for performing measurements
including the use of tiltmeters, inclinometers, piezometers, geophones, and seismometers.
Dr. Doroudian is currently serving on the ASCE Standards Committee KSTAT (Fitting of Hydraulic
Conductivity with Statistical Spatial Estimation). He also serves as part-time faculty at the
University of California, Los Angeles.
Dr. Doroudian's major areas of research include development of a GIS-based geotechnical
database for seismic microzonation for the Southern California Earthquake Center (SCEC) and
University of Zagreb, Croatia. He has performed joint research with an international team on
evaluating the socioeconomic impacts of large earthquakes using a combination of a GIS-based
geotechnical database and nonlinear I-D site response effective stress analysis to evaluate the
effect of local geologic conditions and soil type on seismic response. Other major areas of
research have been small-strain behavior of soils in NGI direct simple shear test, centrifuge
testing of soil-nail excavation models under cyclic loads, and settlement of compacted fill under
seismic and similar cyclic loads.
November 2021
Phone: 949-336-9001 | Fax: 949-336-9020 | Toll Free: 866-596-3994
www.engsys.com
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Macan Doroudian, Ph.D., P.E., G.E.
November 2021
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Areas of Specialization
•Geotechnical assessment of earth dams
•Ground motion and seismic hazard
evaluations
•Landslide analysis and stabilization
•Moisture intrusion through slab-on-grade
concrete floors
•Failure analysis of mechanically stabilized
earth retaining walls and soil-nail walls
•Evaluation of earth retention systems
•Landfill cover, settlement, and stability
•Construction vibration monitoring and
damage potential assessments
•Pipeline failure investigations
•Geotechnical laboratory testing
•Foundation design and failure evaluation
•Geotechnical field instrumentation
(tiltmeters, inclinometers, piezometers,
geophones, and seismometers)
•Centrifuge testing of retention systems
•Slope stability, settlement, and seepage
analysis
•GIS-based geotechnical database
development
•Flood hazard analysis
•Post-wildfire erosion, flooding, and debris
flows
•Levee accreditation/certification
•Field compaction testing
•Site characterization and assessment of
differing site conditions
Education
Ph.D., Geotechnical Engineering, University of California, Los Angeles (UCLA), 1997
M.S., Geotechnical Engineering, University of California, Los Angeles (UCLA), 1993
B.S., Structural Engineering, University of California, Los Angeles (UCLA), 1991
Professional Licenses
Licensed Professional Engineer, California, #62177
Licensed Professional Civil Engineer, Arizona, #51184
Licensed Geotechnical Engineer, California, #2815
Academic Appointments
Part-time Faculty, Department of Civil and Environmental Engineering, University of California,
Los Angeles, 1997-present
Previous Experience
Managing Engineer, Exponent, Inc., 2001-2018
Project Manager, Bing-Yen and Associates, 1998-2001
Post-doctoral Fellow, University of California, Los Angeles, 1996-1997
Professional Affiliations
ASCE Geo-Institute (G-I) Los Angeles (vice-chair)
American Society of Civil Engineers — ASCE
ASCE Standards Committee — KSTAT
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Macan Doroudian, Ph.D., P.E., G.E.
November 2021
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Earthquake Engineering Research Institute — EERI
Association of State Dam Safety Officials — ASDSO
Publications
Shaller PJ, Doroudian M, Hart MW. The Eureka Valley Landslide: Evidence of a Dual Failure
Mechanism for a Long-Runout Landslide. Lithosphere 2020; (1): 1–26.
doi: https://doi.org/10.2113/2020/8860819
Extended version also available at:
https://www.engsys.com/media/1043-eureka-valley-lithosphere-8860819-extended.pdf
Loaiciga HA, et al. Estimation of aquifer hydraulic properties by inverse numerical model of aquifer
pumping tests. ANSI/ASCE/EWRI 70-19. ASCE Press, Reston, VA, 2020.
Cydzik, K., Shaller, P.J., Shrestha, P., and Doroudian, M. Post-fire planning, policy, and natural
hazards mitigation: lessons learned during recovery from wildfires in the state of California,
USA, 2015-2019. American Geophysical Union 2019 Fall Meeting, San Francisco, CA.
December 9-13, 2019.
Loaiciga HA, et al. Standard guideline for Calculation of the saturated hydraulic conductivity of
Fine-Grained Soils. ASCE/EWRI Standard 65-2017, ASCE Press, Reston, VA, 2017.
Shaller P, Sykora D, Doroudian M, Churchman GJ. Rapid In Situ Conversion of Late-Stage
Volcanic Materials to Halloysite Implicated in Catastrophic Dam Failure, Hawaii. Clay
Minerals 2016; 51:499- 515.
Shrestha PL, Su SH, James SC, Shaller PJ, Doroudian M, Firstenberg CE, Thompson CT.
Conceptual site model for Newark Bay - Hydrodynamics and sediment transport. Journal
of Marine Science and Engineering 2014; 2(1):123-139.
Loaiciga HA, et al. Standard guideline for geostatistical estimation and block-averaging of
homogeneous and isotropic saturated hydraulic conductivity. ASCE/EWRI Standard 54-
2010, ASCE Press, Reston, VA, 2010.
Loaiciga HA, et al. Standard guideline for fitting saturated hydraulic conductivity using probability
functions. ASCE/EWRI Standard 50-2008, ASCE Press, Reston, VA, 2008.
Loaiciga HA, et al. Standard guideline for estimating the effective saturated hydraulic conductivity.
ASCE Standard 51-2008, ASCE Press, Reston, VA, 2008.
Shaller PJ, Shrestha PL, Doroudian M, Sykora D, Hamilton D. The 2005 La Conchita landslide,
California: Part 1 - Geology. In: 5th International Conference on Debris-Flow Hazards
Mitigation: Mechanics, Prediction and Assessment, Padua, Italy, June 14-17, 2011. Italian
Journal of Engineering Geology and Environment, Genevois R, Hamilton D, and
Prestininzi A (eds), GeneCasa Editrice Università La Sapienza, Rome, Italy, 2011; 745-
750.
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Macan Doroudian, Ph.D., P.E., G.E.
November 2021
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Shrestha PL, Shaller PJ, Doroudian M, Sykora D, Hamilton D. The 2005 La Conchita landslide,
California: Part 2 - Modeling. In: 5th International Conference on Debris-Flow Hazards
Mitigation: Mechanics, Prediction and Assessment, Padua, Italy, June 14-17, 2011. Italian
Journal of Engineering Geology and Environment, Genevois R, Hamilton D, and
Prestininzi A (eds), GeneCasa Editrice Università La Sapienza, Rome, Italy, 2011; 751-
758.
Heuze FR, Archuleta RA, Bonilla F, Day SM, Doroudian M, Elgamal A, Hoehler M, Lai T, Lavallee
D, Lawrence B, Liu PC, Martin A, Matesic L, Minster B, Oglesby D, Park S, Riemer M,
Steidl J, Vernon F, Vucetic M, Wagoner J, Yang Z. Estimating site-specific strong
earthquake motions. Soil Dynamics and Earthquake Engineering 2004; 24(3):199-223.
Vucetic M, Lanzo G, Doroudian M. Effect of the shape of cyclic loading on damping ratio at small
strains. Soils and Foundations 1998; 38(1):111-120.
Vucetic M, Lanzo G, Doroudian M. Damping ratio at small strains in simple shear test. ASCE
Journal of Geotechnical and Geoenvironmental Engineering 1998; 7k:124:585-594.
Lanzo G, Vucetic M, Doroudian M. Reduction of shear modulus at small strains in simple shear.
ASCE Journal of Geotechnical and Geoenvironmental Engineering 1997; 123(11):1035-
1042,
King S, Kiremidjian A, Basoz N, Law K, Vucetic M, Doroudian M, Olsen R, Eidinger J, Goettel K,
Homer G. Methodologies for evaluating the socio-economic consequences of large
earthquake. Earthquake Spectra 1997; 13(4):565-584.
Doroudian M, Vucetic M. A direct simple shear device for measuring small-strain behavior.
ASTM Geotechnical Testing Journal 1995; 18(1):69-85.
Vucetic M, Tufenkjian MR, Doroudian M. Dynamic centrifuge testing of soil nailed excavations.
ASTM Geotechnical Testing Journal 1993; 16(2):172-187.
Conference Proceedings
Shrestha PL, Shaller PJ, Doroudian M, Cydzik, K. Evaluating sediment dynamics in waterways.
Proceedings, 10th International Conference on Scour and Erosion (ICSE-10), pp. 237-
250, October 18-21, 2021 (Virtual).
Shaller, P.J., Doroudian, M., Cydzik, K. and Shrestha, P., 2020. Construction, Operation, and
Failure of Ka Loko Dam, Kauai, Hawaii: Association of Engineering Geologists 2020
Annual Meeting, Dams and Levees Lesson Learned Symposium, Part 1, September 17,
2020.
Shrestha PL, James SC, Shaller PJ, Doroudian M, Peraza DB, Morgan TA. Estimating the storm
surge recurrence interval for Hurricane Sandy. Proceedings, World Environmental and
Water Resources Congress 2014: Water without Borders, Environmental Water
Resources Institute of the American Society of Civil Engineers, Portland, OR, pp. 1906-
1915, 2014.
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Macan Doroudian, Ph.D., P.E., G.E.
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Shaller PJ, Wren J, Shrestha PL, Sama M, Doroudian M. An evaluation of post-wildfire mitigation
measures on flood hazard potential in Southern California. Poster, World Environmental
and Water Resources Congress 2014: Water without Borders, Environmental Water
Resources Institute of the American Society of Civil Engineers, Portland, OR, 2014.
Shrestha PL, Su SH, James SC, Shaller PJ, Doroudian M, Firstenberg CE, Thompson CT.
Conceptual Site Model for Newark Bay - Hydrodynamics and Sediment Transport.
Presented at the 13th International Conference on Estuarine and Coastal Modeling, San
Diego, CA, November 4-6, 2013.
Vucetic M, Doroudian M, Sykora DW, Cyclic Compression of Compacted Clayey Sand at Small
Cyclic Strains. Proceedings, Fifth International Conference on Recent Advances in
Geotechnical Engineering and Soil Dynamics, pp. 699-706, San Diego, CA, May 24-29,
2010.
Shaller PJ, Shrestha PL, Doroudian M, Rezakani M. Assessment of flood hazard, Travertine
Point Area, Southeastern California. Presented at 2010 Floodplain Management
Association Annual Meeting, Henderson, NV, November 3, 2010.
Shaller PJ, Shrestha PL, Doroudian M, Hamilton DL, Sykora, DW. The January 10, 2005 La
Conchita landslide. Presented at 2010 Geological Society of America Cordilleran Section
and Pacific Section AAPG Meeting, Anaheim, CA, May 29, 2010.
Shrestha PL, Hamilton DL, Cydzik K, Wardak S, Jordan N, Shaller PJ, Doroudian M. Flood
hazard analysis and mitigation. Proceedings, International Conference on Water,
Environment, Energy and Society (WEES-2009), pp. 699-706, New Delhi, India, January
12-16, 2009.
Murillo B, Wardak S, Hamilton DL, Shrestha PL, Cydzik K, Doroudian, M. Sedimentation analysis
for existing and proposed development conditions. Proceedings, International Conference
on Water, Environment, Energy and Society (WEES-2009), pp. 1636-1641, New Delhi,
India, January 12-16, 2009.
Wardak S, Murillo B, Hamilton D, Shrestha PL, Doroudian M, Cydzik K, Medellin J, Shaller PJ.
Sedimentation analysis in an open channel network for existing and proposed
development conditions. ASCE-EWRI World Environmental & Water Resources
Conference, Honolulu, HI, May 12-16, 2008.
Shrestha PL, Hamilton D, Jordan N, Lyle JE, Doroudian M, Shaller PJ, Wardak S, Cydzik K,
Medellin J. Inland flood hazard analysis and mitigation. ASCE-EWRI World Environmental
& Water Resources Conference, Honolulu, HI, May 12-16, 2008
Shrestha P, Hamilton D, Lyle J, Doroudian M, Shaller P. Analysis of flood hazards for a
residential development. Proceedings, ASCE World Environmental and Water Congress,
Tampa, FL, May 15-19, 2007.
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Macan Doroudian, Ph.D., P.E., G.E.
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Shrestha P, Bigham G, Hamilton D, Doroudian M. A three-dimensional model for Lake Sam
Rayburn, Texas. Proceedings, ASCE International Perspective on Environmental and
Water Resources, New Delhi, India, December 18-20, 2006.
Hamilton D, Shrestha P, Lyle J, Doroudian M, Shaller P. Flood hazard analysis and protection
plan for a residential development. Proceedings, ASCE World Environmental and Water
Resources Congress, Omaha, NE, May 21-25, 2006.
Shaller P, Hamilton D, Shrestha P, Lyle J, Doroudian M. Investigation of flood and debris flow
recurrence — Andreas Canyon, San Jacinto Range, Southern California. Proceedings,
ASCE World Environmental and Water Resources Congress, Omaha, NE, May 21-25,
2006.
Shaller P, Hamilton D, Doroudian M, Shrestha P, Lyle J, Cattarossi A. Investigation of flood
hazards on alluvial floodplains. Proceedings, ASCE World Water and Environmental
Resources Congress, Anchorage, AK, May 16-19, 2005.
Shrestha P, Hamilton D, Jordan N, Doroudian M, Hong S, Proctor D. Impact of sewage line spills
on pathogen levels in recreational waters. Proceedings, ASCE World Water and
Environmental Resources Congress, Anchorage, AK, May 16-19, 2005.
Hamilton D, Shaller P, Shrestha P, Lyle J, Doroudian M. Investigating flood hazards on alluvial
floodplains. Presentation, Alluvial Fan Flood Hazard Management Symposium, Phoenix,
AZ, April 20-22, 2005.
Hamilton D, Shaller P, Lyle J, Doroudian M, Shrestha P. Multi-disciplinary approach to
distinguishing flood hazards on alluvial floodplains. Presentation, Arid Regions 10th
Biennial Conference, Restoration and Management of Arid Watercourses, Mesa, AZ,
November 16-19, 2004.
Shaller P, Hamilton D, Doroudian M, Shrestha P, Lyle J, Cattarossi A. Interpretation of tectonic,
fluvial, and eolian landforms in the Upper Coachella Valley, California, using aerial
photography, DEM, and LiDAR technology. Poster Presentation, Geological Society of
America, Denver Annual Meeting, Denver, CO, November 7-10, 2004.
Shaller P, Hamilton D, Lyle J, Doroudian M, Shrestha P. Fire-flood-erosion sequence: Analysis
and mitigation. Presented at ASFPM Arid Regions 10th Biennial Conference, Restoration
and Management of Arid Watercourses, Mesa, AZ, November 2004.
Shaller P, Hamilton D, Lyle J, Doroudian M, Shrestha P. Multi-disciplinary approach to
distinguishing flood hazards on alluvial floodplains. Presented at ASFPM Arid Regions
10th Biennial Conference, Restoration and Management of Arid Watercourses, Mesa, AZ,
November 2004.
Vucetic M, Kocijan J, Doroudian M. Kinematics and failure of soil-nailed excavation models in
dynamic centrifuge tests. Proceedings, International Symposium on Landmarks in Earth
Reinforcement, Fukuoka, Japan, A.A. Balkema Publisher, Vol. 1, pp. 737-742, 2001.
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Macan Doroudian, Ph.D., P.E., G.E.
November 2021
Page 7 of 10
Lanzo G, Doroudian M, Vucetic M. Small-strain cyclic behavior of Augusta clay in simple shear.
Proceedings, 2nd International Symposium on Pre-failure Deformation Characteristics of
Geomaterials, IS Torino 99, Published by A.A. Balkema, Vol. 1, pp. 213-219, September
1999.
Doroudian M, Vucetic M. Integration of 3-D geotechnical database of Los Angeles and 1-D
nonlinear site response model into a GIS for seismic microzonation. Proceedings,
NEHERP Conference and Workshop on Research on the Northridge, California
Earthquake of January 1994, Published by Nonprofit Organization "California Universities
for Research in Earthquake Engineering CUREe," Richmond, CA, Vol. II, Earth Sciences,
pp. 189-198.
Doroudian M, Vucetic M. Small-strain testing in an NGI-type direct simple shear device.
Proceedings, XI Danube-European Conference on Soil Mechanics and Foundation
Engineering, Pore, Croatia, May 1998.
Doroudian M, Vucetic M, Martin GR. Development of 3-Dimensional geotechnical database for
Los Angeles seismic microzonation. Proceedings (on CD-ROM), 11th World Conference
on Earthquake Engineering, Elsevier Science Ltd. Publications, Paper No. 2148,
Acapulco, Mexico, 1996.
Iskandar V, Doroudian M, Vucetic M. Development of geotechnical database for Palo Alto and
its utilization for seismic microzoning. Proceedings (on CD-ROM), 11th World Conference
on Earthquake Engineering, Elsevier Science Ltd. Publications, Paper No. 2148,
Acapulco, Mexico, 1996.
Vucetic M, Iskandar V, Doroudian M, Luccioni L. Centrifuge testing of the failure mechanism of
soil-nailed excavations under dynamic loads. Proceedings, International Symposium on
Earth Reinforcement, A.A. Balkema Publisher, Vol. 1, pp. 829-834, Fukuoka, Japan, 1996.
Doroudian M, Vucetic M, Martin GR. Development of geotechnical database for Los Angeles and
its potential for seismic microzonation. Proceedings, 5th International Conference on
Seismic Zonation, Vol. II, pp. 1512-1514, Nice, France, October 1995.
Vucetic M, Doroudian M, Martin GR. Development of geotechnical site database for Southern
California for seismic microzonation. Proceedings, 3rd Annual Caltrans Seismic
Workshop, Sacramento, CA, June 1994.
Tufenkjian MR, Vucetic M, Doroudian M. Stability of soil nailed excavations. Proceedings,
International Workshop on Technology for Hong Kong's Infrastructure Development
Infrastructure '91,' pp. 751-762, Hong Kong, 1991.
Published Conference Abstracts
Doroudian M, Vucetic M. Integration of 3-D geotechnical database for Los Angeles and I-D
nonlinear site response model into a GIS for seismic microzonation. Proceedings,
Northridge Earthquake Research Conference, 42 p., Los Angeles, CA, August 1997.
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Macan Doroudian, Ph.D., P.E., G.E.
November 2021
Page 8 of 10
Doroudian M, Vucetic M. Densification of the SCEC Geotechnical Database and its integration
with a nonlinear site response model in a GIS environment. Proceedings, Southern
California Earthquake Center 1997 Annual Meeting, p. 61, Costa Mesa, CA, 1997.
Vucetic M, Doroudian M. Methodology for utilization of SCEC geotechnical database to assess
nonlinear site response. Proceedings, Southern California Earthquake Center, 1996
Annual Meeting, pp. 44-45, Palm Springs, CA, 1996.
Doroudian M, Vucetic M, Martin GR. Development of geotechnical database for Los Angeles.
Proceedings, 1995 Annual Conference of the International Association for Mathematical
Geology and the International Symposium for Geoinformatics, Session No. IV, pp. 161-
163, Osaka, Japan, 1995.
Research Reports
Cydzik K, Shaller P, Doroudian M, Jirschefske J. July 2019 Ridgecrest earthquake sequence
observations from a post-earthquake reconnaissance, ESi White Paper, California,
December 2019
Day S, Doroudian M, Elgamal A, Gonzales S, Heuze F, Lai T, Minster B, Ogelsby D, Riemer M,
Vernon F, Vucetic M, Wagoner J, Yang Z. Strong earthquake motion estimates for three
sites on the U.C. San Diego Campus. LLNL report, UCRL-ID-140523; 51 p., May 2002.
Vucetic M, Doroudian M, Matesic L. Results of geotechnical laboratory tests on soil samples
from the UC San Diego Campus. Report for University of California's Campus-Laboratory
Collaboration (CLC) Program research project "Estimation of the Ground Motion Exposure
from Large Earthquakes at Four UC Campuses in Southern California," UCLA Research
Report No. ENG-99-203, Civil and Environmental Eng. Department, University of
California, Los Angeles, 110 p., May 1999.
Doroudian M, Vucetic M. Results of geotechnical laboratory tests on soil samples from the UC
Santa Barbara Campus. Report for University of California's Campus-Laboratory
Collaboration (CLC) Program research project:" Estimation of the Ground Motion
Exposure from Large Earthquakes at Four UC Campuses in Southern California," UCLA
Research Report No. ENG-99-203, Civil and Environmental Eng. Department, University
of California, Los Angeles, 107 p., April 1999.
Vucetic M, Hsu CC, Doroudian M. Results of cyclic and dynamic simple shear tests on soils from
La Cienega Site conducted for ROSRINE project and other research purposes. UCLA
Research Report No. ENG-98-200, Civil and Environmental Engineering Department,
University of California, Los Angeles, 440 p., December 1998.
Doroudian M, Vucetic M. Development of 3-D geotechnical database and its application to the
evaluation of nonlinear site effects and seismic zonation. Research Report No. ENG 97-
186, Civil and Environmental Engineering Department, University of California, Los
Angeles, 347 p., September 1997.
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Macan Doroudian, Ph.D., P.E., G.E.
November 2021
Page 9 of 10
Vucetic M, Doroudian M. Task H-5: Geotechnical site database for Southern California. Final
Report to Southern California Earthquake Center at USC, Research Report, Civil and
Environmental Engineering Department, University of California, Los Angeles, Vol. I, Vol.
II, Vol. III, 1546 p., October 1995.
Doroudian M, (with Kajima-CUREe (24 authors). Methodologies for evaluating the socio-
economic consequences of large earthquakes. Year Two Report of the Kajima-CUREe
Joint Project, Kajima Corporation Research Institute, Tokyo, Japan, 1995.
Vucetic M, Doroudian M. Task H-5: Geotechnical site database for Southern California. Second
Year Annual Report to Southern California Earthquake Center at USC, Research Report,
Civil and Environmental Engineering Department, University of California, Los Angeles,
255 p., May 1994.
Doroudian M, Vucetic M. A direct simple shear device for measuring small-strain behavior of soil.
Research Report No. ENG 93-185, Civil and Environmental Engineering Department,
University of California, Los Angeles, 129 p., June 1993.
Vucetic M, Tufenkjian MR, Doroudian M. Dynamic centrifuge testing of soil-nailed excavations
— Testing program and procedure. Research Report No. ENG 92-180, Civil and
Environmental Engineering Department, University of California, Los Angeles, 50 p., June
1992.
Lectures
Doroudian M. Double specimen direct simple shear device for measuring small-strain behavior.
Invited instructor at University of Rome, Rome, Italy, November 2002.
Doroudian M, Vucetic M. Methodology for utilization of SCEC Geotechnical Database to assess
nonlinear site response. Taisei Institute of Construction Technology, Taisei Corporation,
Yokohama, Japan, November 1994.
Doroudian M. Small-strain behavior of soils in direct simple shear. Institute of Industrial Science,
Tokyo University, Tokyo, Japan, June 1994.
Doroudian M. Utilization of geotechnical database for seismic microzonation. Kajima Institute of
Construction Technology, Kajima Corporation, Tokyo, Japan, June 1994.
Doroudian M. Development of geotechnical database for Palo Alto and its utilization for seismic
microzoning. CUREe-Kajima Annual Meeting, California Institute of Technology,
Pasadena, CA, October 1994.
Doroudian M, Vucetic M. Geotechnical database for Southern California. NSF Workshop on
Scientific Supercomputing, Visualization, and Animation in Geotechnical Earthquake
Engineering and Engineering Seismology, Carnegie Mellon University, November.
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Macan Doroudian, Ph.D., P.E., G.E.
November 2021
Page 10 of 10
Posters
Shrestha PL, Hamilton D, Jordan N, Lyle JE, Doroudian M, Shaller PJ, Wardak S, Cydzik K,
Medellin J. Inland flood hazard analysis and mitigation. Poster, ASCE-EWRI World
Environmental & Water Resources Conference, Honolulu, HI, May 12-16, 2008.
Wardak S, Murillo B, Hamilton D, Shrestha PL, Doroudian M, Cydzik K, Medellin J, Shaller PJ.
Sedimentation analysis in an open channel network for existing and proposed
development conditions. Poster, ASCE-EWRI World Environmental & Water Resources
Conference, Honolulu, HI, May 12-16, 2008.
Doroudian M, Vucetic M. Cyclic engineering properties of soil at small stains in simple shear
device. Poster Session, UC/CLC Earthquake Workshop, San Ramon, CA, March 1997.
Doroudian M, Vucetic M. Methodology for utilization of SCEC Geotechnical Database to assess
nonlinear site response. Poster Session, Southern California Earthquake Center Annual
Meeting, Palm Springs, CA, October 1996.
Doroudian M. Development of geotechnical site database for Southern California. Poster
Session, NSF/USGS 3rd-Year Review Site Visit of the Southern California Earthquake
Center, University of Southern California, Los Angeles, September 1993.
Doroudian M, Tufenkjian. Seismic stability of soil nailed excavations. EERI, Annual Meeting, San
Francisco, CA, 1991.
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69
JENNIFER E. JIRSCHEFSKE, P.E., S.E.
SENIOR CONSULTANT
jejirschefske@engsys.com
PSA23-2039TRAN
Exhibit "A"
5575 Tech Center Dr., Suite 115
Colorado Springs, CO 80919
Ms. Jirschefske is a Structural Engineer and Senior Consultant for Engineering Systems Inc.
(ESi), where she works with the Structural and Civil Engineering team. She has over 10 years of
professional structural analysis experience, including extensive experience in seismic design, and
the design and construction of steel, masonry, concrete, timber, and light gauge metal buildings.
She has led building projects ranging in a multitude of fields, including healthcare, higher
education, laboratory, commercial, residential, civic, and parks and recreation. Ms. Jirschefske
specializes in the repair of damaged structures, identifying the cause and extent of structural
damage and failures, and providing rapid evaluations of structural conditions in the event of a
natural disaster such as earthquake, windstorm, or flood.
Ms. Jirschefske also serves as a Professional Mentor for the student chapter of Engineers Without
Borders at the University of California, Los Angeles where she led the construction effort of a
schoolhouse in Nicaragua. She is also highly skilled in Building Information Modeling (BIM) using
Revit Structure, construction document generation using AutoCAD, and has taught AutoCAD
workshops at the University of California, Los Angeles.
Ms. Jirschefske is a Licensed Professional Engineer (P.E.) in the states of California, Colorado,
Florida, Hawaii and Nevada, and a Licensed Structural Engineer (S.E.) in the state of California.
Areas of Specialization
Structural Repairs and Renovations
Building Damage/ Failure Analysis
Construction Defects
Retaining Wall Analysis
Education
Roof Damage Assessments
Foundations Analysis
Building Envelope Investigations
Shoring Design and Evaluation
B.S., Architectural Engineering, California Polytechnic State University San Luis Obispo, 2008
Licensed Structural Engineer (S.E.)
State of California .......... License No. 6291
Licensed Professional Engineer (P.E.)
State of California.......... License No. 6291
State of Colorado………. License No. 54805
State of Florida…………. License No. 85980
State of Hawaii…………. License No. 18621
State of Nevada…………License No. 026354
State of Maryland………. License No. 58197
Phone: 719-535-0400 | Fax: 719-535-0402 | Toll Free: 866-994-8315
www.engsys.com
f,ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Page 2 of 3
Professional Affiliations/Honors
Exhibit "A"
Jennifer E. Jirschefske, P.E., S.E
May 2022
Engineers Without Borders
Member of Los Angeles Professional Chapter, 2017 – present
Professional Mentor for UCLA Student Chapter, 2014 – present
UCLA Mentor of the Year Award, 2016
Women in Construction Operations
Events Committee member, 2014-2015
Board for Professional Engineers, Land Surveyors, and Geologists
Exam Development Committee member, P.E. Seismic Exam, 2012-2013
Structural Engineering Association of California (SEAOC)
Member since 2008
American Society of Civil Engineers (ASCE)
Member since 2011
Positions Held
Engineering Systems Inc., Colorado Springs, Colorado
Senior Consultant, 2018 – present
KPFF Consulting Engineers, Los Angeles, California
Associate, April 2015 – May 2018
Engineer, August 2008 – April 2015
Intern, June 2007 – September 2007
Hilti, Los Angeles, California
Engineering Intern, June 2006 – September 2006
Training and Certification
Emergency Building Assessment – Post-Earthquake Safety Evaluation of Buildings, ATC-20
Applied Technology Council
Emergency Building Assessment – Safety Evaluation of Buildings After Windstorms and Floods,
ATC-45,
Applied Technology Council
DSA Plan Review – Structural (2013 CBC)
District of the State Architect, California
2016 California Building Code Amendments Course – Structural Safety
District of the State Architect, California
♦ES i
Page 3 of 3
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Presentations and Courses Taught
Exhibit "A"
Jennifer E. Jirschefske, P.E., S.E
May 2022
“Revit Structure For Engineers”
Internal class instructor at KPFF Consulting Engineers, Los Angeles, California
December 2009 – May 2018
“ConXtech Structural Moment Frame System”
Presented at California Institute of Technology, Pasadena, California, February 2017
“Evolution of Seismic Design Parameters in the International Building Code”
Presented at National Association of Women in Construction (NAWiC) meeting, Los
Angeles, California, February 2015
“Demystifying Structural Systems”
Presented a Women in Construction Operations (WiOPS) meeting, Los Angles,
California, August 2014
“AutoCAD Training Workshop”
Workshop instructor, University of California, Los Angeles, May 2014
“Masonry Code Changes – 2010 CBC to 2013 CBC”
Presented at KPFF Consulting Engineers, Los Angeles, California, January 2014
♦ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
TERMS AND CONDITIONS FOR PROFESSIONAL SERVICES
STANDARD OF CARE
ESi shall perform its services under its engagement with Client in a workmanlike manner, and in
accordance with applicable industry and professional standards, using reasonable care and skill,
consistent with that ordinarily exercised by members of the profession under similar circumstances, and in
compliance with any applicable laws, rules, or regulations (hereinafter referred to as the “Performance
Standard”). All professional findings and opinions offered by ESi personnel will be subjected to an internal
quality review by another qualified ESi consultant. ESi makes no representation or warranty, express or
implied, that its services will achieve a specific result.
Occasionally, an engagement will require ESi to provide design or engineering services that exceed the
Performance Standard. The normal ESi consulting fee schedule does not apply in these circumstances. If
the Client wishes ESi to assume any increased liability or responsibility beyond the Performance Standard,
a separate written agreement which defines the responsibilities of the parties must be executed.
ESi's commitment to perform in accordance with the performance standard is the only warranty
concerning the services and any deliverables and is made for the benefit of the client only and is in lieu of
all other warranties and representations, express or implied.
The client shall indemnify and hold harmless ESi, its agents, employees, and consultants from and
against all claims, damages, losses, and expenses arising out of or resulting from or in connection with
the performance of work which meets the performance standard or which results in whole or in part from
client’s negligence or the negligence of client’s agents.
NOTICE
The Client agrees to inform ESi promptly and in sufficient time to allow a timely response by ESi, of any
court filing, motion, or ruling of any judicial, administrative, or public body which may affect ESi, including
but not limited to: Daubert motions, motions intended to limit the scope of testimony, and discovery
requests that call for the dissemination of confidential ESi information.
The Client agrees to promptly notify ESi of all parties involved in an investigation or lawsuit, so that ESi can
perform a comprehensive conflict check. If a material conflict of interest develops, or the Client breaches
any requirements of professional conduct during the course of the matter, ESi may, at its sole discretion,
terminate work on the matter immediately, by providing written notice to the Client
BILLING
Matters are billed monthly, with summary invoices that set forth fees and incurred expenses. ESi will only
provide detailed invoices at the Client’s request. ESi terms are ‘Net 30’ days from the invoice date. Any
disputed charges must be brought to our attention within 30 days of the invoice date. All undisputed
charges, on any invoice, shall be paid within the applicable 30-day period.
An administrative fee of 2% is assessed on professional service fees to cover the cost of routine copies,
postage, local mileage (less than 50 miles), CDs, DVDs, external storage (less than 16GB), and any other
single pass-through expense with a cost of $25.00 or less. If any unpaid balance remains 60 days after
the invoice date, ESi may charge interest at a rate of 1 1/2% per month on the unpaid amount. If payment
is not received in a timely manner, ESi may, upon notice to the Client, suspend services under this
agreement until all amounts due to ESi for services, expenses, and charges are paid in full. ESi also
reserves the right to pursue all available collection efforts.
www.engsys.com
♦ESi
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69
ESi Terms and Conditions for Professional Services
Published January 2022
PSA23-2039TRAN
Exhibit "PAa"ge 2 of 3
In general, ESi will charge for services on an hourly basis; however, in some cases, special billing such
as flat fee or fixed price arrangements may apply, if agreed to by the Client and ESi. The Client may
request a schedule of professional staff billing rates and a list of administrative and service fees
applicable to a particular engagement. Please note that all rates are reviewed and adjusted on a yearly
basis.
Travel is billed at cost, without mark-up or premium. Non-local travel by automobile will be charged at the
prevailing IRS-approved rate. For professional staff, all travel time is billed at the full rate. Specific hourly
or daily use rates will apply when highly specialized equipment or software is utilized during the course of
the matter. Any single matter expense that exceeds $500.00 will be billed at cost plus 10%; however, the
Client may avoid this markup by prepaying the expenses or obtaining such equipment, matter supplies, or
outside services independently. Depending on the nature of the assignment, ESi reserves the right to
require an advance on expenses or a retainer fee.
From time to time, a matter will require members of our technical staff to present the results of our
findings in a written report, deposition, or court proceeding. In these cases, the matter will be charged the
standard applicable rates and associated costs. In some instances, a minimum charge may apply. If ESi
is subpoenaed or asked to provide testimony on a matter, the actual time and expenses associated with
the preparation and testimony will be charged to the matter. The Client is responsible for any fees and
costs associated with services provided by ESi staff. After ESi has been paid in full, ESi will assist the
Client in obtaining reimbursement from other parties, where appropriate.
ARTIFACTS RECEIVED BY ESi FOR EXAMINATION AND TESTING
ESi takes reasonable steps to protect artifacts, (e.g., materials, parts, equipment) from loss. However, it
must be recognized that there is a degree of risk with even the best control system. ESi will identify and
track artifacts in its possession to maintain control and traceability. Large items, which cannot be readily
accommodated in the usual ESi storage areas, may be stored in another secured warehouse or fenced
lot. The Client will be billed regularly for artifact handling and storage, both on and off ESi premises. A
schedule of handling and storage fees is available upon request. All evidence is stored under the
condition that the Client agrees to hold ESi harmless in the event of a loss. ESi’s insurance policy covers
the cost of replacement, and not the value that may be associated with research, litigation, or historical
value. If the Client requires special handling or insurance protection, specific arrangements can be made
upon written request to the Project Manager.
Upon completion of ESi’s work on a matter, to the extent ESi has not otherwise received instructions from
the Client, ESi will send an Artifact Disposal Form to the Client via certified mail. An Artifact Disposal
Form will also be sent to the Client if artifact storage fees are unpaid for a period of 60 or more days after
invoicing. An executed copy of the Artifact Disposal Form must be received by ESi within 45 business
days of receipt and should advise ESi whether to dispose of or return the artifact(s). If no response is
received within 45 business days, ESi may dispose of the artifact(s) in its sole discretion. The Client will
be billed for technician time and expenses related to artifact delivery or disposal.
CONFIDENTIALITY AND WORK PRODUCT
It is ESi policy to keep the nature and scope of our client engagements confidential. ESi agrees to treat
the Client’s confidential information with the same degree of care that ESi accords its own confidential
information, and in no case, less than reasonable care. The term “confidential information” shall be
deemed to include all information not generally known to ESi’s and Client’s competitors and which they
have taken reasonable steps to ensure such confidentiality.
All ESi work product is intended solely for use on behalf of the Client, and no other party may use ESi
work product without ESi’s express written consent. For the purpose of this document, ESi work product
means all reports, laboratory test data, animations, visual work product, calculations, estimates, concepts,
ideas, theories, notes, and other documents or information prepared and captured in any form or medium
by ESi, its staff, consultants, and/or its affiliates in the course of providing engineering consulting services
to the Client.
f/ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
ESi Terms and Conditions for Professional Services
Published January 2022 Exhibit "PAa"ge 3 of 3
Upon notification of a matter closing, ESi will return all protected or confidential documents to the Client
and dispose of the remaining file materials. ESi will retain its work product.
WAIVER OF CONSEQUENTIAL DAMAGES
The Client and ESi mutually agree to waive all claims of consequential damages arising from disputes,
claims, or other matters related to this engagement.
GENERAL
In the event any dispute arises, ESi and Client will negotiate in good faith to resolve such dispute prior to
seeking relief in mediation. If the dispute has not been resolved by negotiation within 45 days after
delivery of the initial notice of negotiation, the parties shall endeavor to settle the dispute by mediation
under the then current CPR Mediation Procedure.
This engagement cannot be assigned without ESi's express prior written consent. No waiver of ESi's
rights under any provision in these terms and conditions should be construed as a waiver of any other
term or condition hereunder. Likewise, failure to immediately enforce a provision in these terms and
conditions does not preclude ESi’s right to enforce the provision at a later time.
This Agreement contains the entire agreement between the parties with respect to the subject matter of
the Agreement and supersedes all prior agreements and understandings, both oral and written, between
the parties with respect to the subject matter of the Agreement.
Any modifications to these terms and conditions shall be made in writing. In the absence of any such
modifications, addenda, or other written agreements, these terms and conditions shall govern the actions
of ESi and the Client with respect to this engagement.
Name:
Signature:
Organization:
Date:
f/ES i
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
October 10, 2022
Philip J. Shaller, Ph.D.
ESi
15235 Alton Parkway, Suite 120
Irvine, CA 92618
pjshaller@engsys.com
(949) 336-9017
CARLSBAD
CLOVIS
IRVINE
LOS ANGELES
PALM SPRINGS
POINT RICHMOND
RIVERSIDE
ROSEVILLE
SAN LUIS OBISPO
Subject: Proposal for Environmental Consulting Services for the Carlsbad Slope Repair in Carlsbad,
California (LSA Proposal No. ESN2201.P)
Dear Dr. Shaller:
LSA is pleased to submit this updated proposal for environmental consulting services in support of the
City of Carlsbad (City) Slope Repair Project (project) in Carlsbad, California. The proposed project site is
located on vacant City property along the east side of El Camino Real between Tamarack Avenue and
Chestnut Avenue. Specifically, LSA proposes to prepare an environmental evaluation to support a
Categorical Exemption under the California Environmental Quality Act (CEQA). As part of the Scope of
Work, LSA proposes to conduct a biological resources assessment, a cultural resource assessment, and
retain Ninyo and Moore to conduct a limited historical database review and optional in-place soil
screening for purposes of identifying the potential for contaminated soils. In addition, the Scope of
Work proposes to prepare an environmental evaluation to support the Categorical Exemption.
This updated proposal provides an additional task for the preparation of a revegetation plan, as
described below in Task 1.1. Preparation of the revegetation plan increases the previous cost estimate
by $4,300.
The tasks associated with the Scope of Work are provided below:
SCOPE OF WORK
Project Approach
LSA anticipates a Categorical Exemption under State CEQA Guidelines Section 15301 would be the
appropriate CEQA document for the project. To confirm that a Categorical Exemption is appropriate, an
evaluation of the Exceptions noted in Section 15300.2 of the State CEQA Guidelines is needed and would
be attached to the Notice of Exemption (NOE) for filing. LSA has provided a detailed scope of services
and costs in this proposal for an environmental evaluation.
Please note that if it is determined that the project meets the criteria for a Statutory Exemption from
CEQA under State CEQA Guidelines Section 15269(c), specific actions necessary to prevent or mitigate an
emergency, the evaluation of the Exceptions noted in Section 15300.2 of the State CEQA Guidelines
would not be required, substantially reducing the level of effort. Given that there does not appear to be
an imminent threat to life or property, this proposal assumes that the emergency exemption would not
apply.
703 Palomar Airport Road, Suite 280, Carlsbad, California 92011 760.931.5471 www.lsa.net
LSA is a business name of LSA Associates, Inc.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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If the City of Carlsbad determines the project does not qualify for a Categorical Exemption, then an
Initial Study (IS) would be required, potentially with additional technical studies to determine if there
are impacts from the project that would require mitigation. If it is determined that an Initial Study/
Mitigated Negative Declaration (IS/MND) is required, LSA can prepare an amended proposal to address
this work.
The environmental evaluation will include a detailed Project Description based on the project plans
provided by ESi. LSA will use the Project Description for purposes of preparing the environmental
evaluation. LSA will assemble all pertinent data provided by ESi for preparation of the environmental
document. To enable LSA to proceed and conduct the environmental analysis, the following items are
requested to be provided by ESi:
•Grading plan
•Erosion control plan
•Geotechnical report
•Revegetation plan, if any
•Traffic management plan or standard traffic management procedures, if any.
Task 1.0: Technical Analyses
All of the technical scopes below assume one round of review by ESi and the City. All deliverables will be
provided as PDF and MS Word files.
Task 1.1: Biological Resources Analysis and Revegetation Plan
•Biological Resources Survey and Mapping. Prior to conducting the field survey, LSA will review the
California Department of Fish and Wildlife (CDFW) California Natural Diversity Data Base (CNDDB),
the California Native Plant Society database of rare plants, the Carlsbad Habitat Management Plan
(HMP), and other appropriate sources to identify special-status species or other resources with the
potential to occur within, or in the vicinity of, the project study area. LSA will conduct a pedestrian
survey of the entire project study area and map vegetation communities according to the HMP
vegetation classifications. LSA will use a field map containing a recent aerial photograph base
overlaid with project-level topographic data and study area boundaries to record vegetation
communities on site, which will then be digitized using geographic information systems software.
LSA will assess the potential for special-status species to occur on site.
•Biological Resources Technical Report. LSA will prepare a biological resources technical report in
accordance with the HMP and City Guidelines for Biological Studies. The report will address the
biological resources present within the project study area, the relative sensitivity of any resources,
proposed impacts to biological resources (including potential jurisdictional waters), and potential
mitigation requirements for impacts to resources. LSA will summarize the results of the database
search along with other information obtained during field survey in a table addressing the likelihood
for any listed special-status species to occur within the subject property. Recommendations for
further surveys or measures to avoid impacts to special-status species will be included in the
technical report. Budget for this task allows for analysis of impacts to biological resources for one
conceptual design footprint provided by you or the design team on digital data. LSA will submit the
draft biological resources report in electronic format for review. Upon completion of the review and
LSA
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Exhibit "A"
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upon receipt of one set of consolidated comments, LSA will incorporate appropriate comments and
finalize the report. Budget for this task allows for one round of revisions.
•Revegetation Plan. LSA will prepare a revegetation plan that will include the specified plant palette
and seed mix; container plant quantities; seeding rates; success criteria milestones; general notes;
irrigation system notes; planting and seeding procedures; maintenance requirements; and a
summary and schedule of maintenance, monitoring, and reporting. LSA will provide a draft version
of the revegetation plan to you for review. Upon receipt of one consolidated set of comments, LSA
will incorporate appropriate comments and finalize the revegetation plan. The revegetation plan will
not include irrigation plans.
Task 1.2: Cultural Resources Analysis
•Native American Heritage Commission Request. The Native American Heritage Commission (NAHC)
will be contacted for a search of the Sacred Lands File (SLF) and a list of tribal contacts. The purpose
of this request will be to conduct Native American outreach. It is possible that one local Native
American group may need to be contacted by phone for additional information concerning Sacred
Lands in the area. Additional consultation between the Lead Agency and local Native Americans is
the responsibility of the Lead Agency, unless it is requested that LSA assist with the consultation. If
LSA is asked to conduct additional consultation, then a budget augment will be necessary.
•Cultural Resource Record Search. LSA will conduct an archaeological and historic resource review
and literature search through the South Coastal Information Center (SCIC) of the California Historical
Resources Information System (CHRIS), located at San Diego State University. The Information
Center houses the pertinent archaeological site and survey information necessary to determine
whether previously recorded archaeological resources are within the study area. The objectives of
this archival research will be to: (1) establish the status and extent of previously recorded sites,
surveys, and excavations within and adjacent to the project area, and (2) note what type of sites
might be expected to occur within the proposed project area based on existing data from
archaeological sites within 0.5 mile of the project area. This proposal is based on negative results.
That is, no cultural resources will be found in the project area during the record search.
The cost of the SCIC record search is estimated as the combination of an hourly fee for initiation and
as the actual (reimbursable/direct expense) of the record search, both provided in the attached
budget table. The actual direct expense cost of the record search will not be known until the record
search is conducted. The record search may be more or less than the estimated amount. The
amount of the record search plus a 10 percent mark-up will be billed, and the SCIC invoice will be
provided. If the amount of the record search is more than estimated here, you will be notified.
Due to the recent pandemic, the SCIC is taking longer to provide the results of record searches. For
this reason, the time necessary to complete a project and provide deliverables may increase based
on the need to have the results of the record search before initiating the fieldwork and report.
•Cultural Resource Field Survey. A systematic on-site pedestrian cultural resource survey will be
conducted to determine the presence of resources in the fill-slope project area. Previously recorded
resources within the project area, if any, will be field checked, and existing California Department of
Parks and Recreation (DPR) forms will be updated consistent with the guidelines established by the
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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State Office of Historic Preservation (OHP). Newly identified sites will also be documented on DPR
forms. In the event any resources are identified within the project area, LSA will notify you. Accuracy
of the field survey is dependent on ground visibility. Dense vegetation may obscure the presence of
archaeological resources during the survey that will become apparent during project-related,
ground-disturbing activities.
The cost of the survey includes applicable mileage. Survey costs are based on a one-time project
area visit with negative results; that is, no cultural resources will be found in the project area. If
cultural resources are found in the project area by the record search or during the survey, a budget
augment will be necessary to update/record those cultural resources identified. If resources are
found, additional archaeological work may be necessary prior to ground-disturbing project activities.
•Native American Monitoring. A Native American monitor is required for surface (survey) and any
subsurface (excavation) archaeological investigations in San Diego County, including the City of
Carlsbad. For this reason, a Native American monitor will need to be present during the field survey.
The cost of a Native American monitor from the San Luis Rey Band of Mission Indians is included in
this task. Mileage for the Native American monitor is included under reimbursables.
•Native American Outreach. Using the results of the SLF search conducted at the NAHC, LSA will
conduct Native American outreach in an attempt to determine if any Tribal Cultural Resources are
known or anticipated from the project area. The results of this outreach will be documented in the
technical letter report.
•Cultural Resource Report of Negative Findings. LSA will prepare a cultural resource technical letter
report describing the methods and results of the record search, the survey, the NAHC SLF search,
and Native American outreach. This report will also include recommendations. If requested, LSA will
prepare a more detailed report that is consistent with the guidelines of the OHP’s Archaeological
Resource Management Reports: Recommended Contents and Format (ARMR) that will contain an
abstract (i.e., management summary and recommendations) and sections such as natural and
cultural setting, methods, results, discussion, recommendations, references, and DPR forms. This
Scope of Work assumes negative findings and preparation of a negative technical letter report. LSA
anticipates one round of report review and responses to non-conflicting comments. If findings are
positive and/or an ARMR-style report is required, or if more than one round of response to
comments is necessary, a budget amendment will be necessary.
Task 1.3: Hazardous Materials Analysis
•Limited Historical Review. Ninyo & Moore will review federal, State, and local regulatory agency
databases for the site and adjacent properties. The purpose of this review is to evaluate the possible
environmental impact to the site from current or historical on- and off-site activities. Databases will
identify locations of known hazardous waste sites, landfills, leaking underground storage tanks,
permitted facilities that utilize underground storage tanks, and facilities that use, store, or dispose
of hazardous materials. Reasonably ascertainable local regulatory agency files will be reviewed for
the site. Requests will be made to the County of San Diego Department of Environmental Health and
Quality and other agencies, as appropriate. Online regulatory databases, such as the Department of
Toxic Substances Control (DTSC) EnviroStor, the State Water Resources Control Board GeoTracker,
and the CalRecycle Solid Waste Information System will also be reviewed.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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•Letter Report. Ninyo & Moore will prepare a letter report documenting findings and providing
opinions and recommendations regarding possible environmental impacts at the site that may be
used with CEQA submittals, if needed.
•Limited Soil Sampling. Ninyo & Moore will conduct limited soil sampling and collect a total of four
(4) in-place soil samples in accordance with DTSC Clean Imported Fill Material Advisory
requirements. Samples will be collected at random depths from the surface to three feet below
grade.
Soil samples will be submitted to a California-accredited laboratory for analysis of total petroleum
hydrocarbons (TPH) by U.S. Environmental Protection Agency (EPA) Method 8015B, Title 22 Metals
by EPA Methods 6010/7471; volatile organic compounds (VOCs) by EPA Method 8260B; semi-VOCs
(SVOCs) by EPA Method 8270C; polychlorinated biphenyls by EPA Method 8082; and asbestos by
Occupational Safety and Health Administration (OSHA) Method ID-191. Samples will be analyzed on
standard turn-around time for the analysis. Analytical testing results will be used to evaluate if
excavated soils would meet the criteria set forth by a Class III disposal facility (e.g., Otay Landfill).
The results will be included in the Task 2 letter report, as detailed below, if this optional task is
selected.
Task 2.0: Environmental Evaluation/CE Support Memorandum
LSA will prepare a draft environmental evaluation/CE support memorandum for a categorical exemption
under State CEQA Guidelines Section 15301. The draft evaluation will include a Project Description, an
explanation supporting the finding that the project is categorically exempt under State CEQA Guidelines
Section 15301, and an assessment for each categorical exemption exception provided in State CEQA
Guidelines Section 15300.2. This draft evaluation will be prepared and submitted to ESi. LSA anticipates
one round of review of the environmental evaluation by ESi and the City. In addition, this task assumes
the City of Carlsbad will prepare and file the Notice of Exemption.
SCHEDULE
LSA anticipates providing ESi with an administrative draft of the environmental evaluation for comment
within 7 weeks after project kickoff, assuming the list of data needs is readily available, and the
archaeological record search is received from SCIC in a timely manner. Hazardous materials work would
be initiated within 1 week of Notice to Proceed and is estimated to take up to 6 weeks to complete.
FEE ESTIMATE
As shown in Table A below, LSA proposes to complete the tasks outlined in the Scope of Work for
$39,648. Any changes to the project design that require revisiting the evaluation may require additional
budget.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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Table A: Project Fees
Tasks Estimated Cost (Labor and Expenses)
Task 1.1: Biological Resources Analysis and Revegetation Plan $10,955
Task 1.2: Cultural Resources Analysis $9,051
Task 1.3: Hazardous Materials Analysis $9,652
Task 2.0: Environmental Evaluation/CE Support Memorandum $9,990
TOTAL $39,648
LSA proposes to accomplish the above tasks on a time-and-materials basis consistent with the attached
Schedule of Standard Contract Provisions and Billing Rates. LSA will not exceed $39,648 without prior
written authorization. If you agree with the terms and provisions of this proposal, please sign and return
it to LSA along with a $19,824 fee retainer. LSA will send invoices on a monthly basis and will apply the
retainer to the final invoice. LSA will commence work upon receipt of the executed contract and
payment of the retainer.
Thank you for the opportunity to submit this proposal. If you have any questions or comments, please
contact me at (949) 280-3994 (ashley.davis@lsa.net).
Sincerely,
LSA Associates, Inc.
Ashley Davis
Principal in Charge
Attachment: Schedule of Standard Contract Provisions and Billing Rates
THE ABOVE STATED TERMS ARE HEREBY ACCEPTED AND AUTHORIZED.
CONSULTANT: CLIENT:
LSA Associates, Inc.
Company Company
Authorized Signature Authorized Signature
Name Name
Title Title
Date Date
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
J U NE 2022 S C H ED U L E O F S T A N D A R D C O N T R A CT P R O V IS IO N S
A N D B IL L IN G R A T E S
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SCHEDULE OF STANDARD CONTRACT PROVISIONS
AND BILLING RATES
FEES FOR PROFESSIONAL SERVICES
Fixed-Fee Contracts
If a fixed-fee proposal, the professional services described in the Scope of Services Section of the
attached proposal shall be provided for the fixed fee noted in the proposal. Invoices will be generated on
a monthly basis based on the percentage of work completed and/or an agreed-upon schedule of values.
The fixed fee includes all labor and expenses required to complete the defined scope of work. Any
changes in the scope of work, significant delays, or additional tasks will be considered extra services.
Extra services shall be provided on a time-and-expenses basis at the same rates specified for hourly
contracts unless other arrangements are made in advance.
Hourly Contracts
If an hourly plus expenses proposal, the professional services described in the Scope of Services section
of the attached proposal shall be provided on a time-and-materials basis at current hourly rates. These
rates are as shown on a Rate Schedule that is attached or can be made available. Hourly rates are subject
to review at least annually on or about June 1 of each year, and may be adjusted to reflect changing labor
costs, at our discretion, at that time. (A schedule can be made available upon request.)
Direct costs (including cost of subconsultants) shall be reimbursed at cost plus 10 percent, unless other
arrangements are made in advance, and are not included in the hourly fee for professional services.
The total estimated amount of time and expenses noted in the proposal will serve as a control on the
services to be provided. The specified amount will not be exceeded without prior approval of the client.
EXTRA SERVICES
Services provided by LSA under this Agreement are defined in the Scope of Services section of the
attached proposal. The Scope of Services was created with the intent of executing the specific tasks and
level of service requested by the client. Any additions, changes to the Scope, or substantial delays to the
schedule as defined in the Scope will be considered extra services. Extra services shall be provided on a
time-and-expenses basis at the hourly rates in effect when the extra service is provided unless other
arrangements are made in advance. Extra services will be communicated to and authorized by the client
prior to commencing work. Should an alteration to the Scope include removing tasks or reducing the
scope of the level of service, LSA shall invoice for the work performed prior to receiving written notice of
the change.
INVOICING
Monthly invoices shall be submitted for progress payment based on work completed to date. LSA will
invoice the client using our standard invoicing format and will submit the invoice to the client via
electronic mail. Clients requesting changes to LSA’s standard invoice or process for submittal may be
billed additional time to develop the invoice and monthly administration of the billing.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
J U NE 2022 S C H ED U L E O F S T A N D A R D C O N T R A CT P R O V IS IO N S
A N D B IL L IN G R A T E S
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PAYMENT OF ACCOUNTS
Terms are net 30 days. A service charge of 1.5 percent of the invoice amount (18 percent annual rate)
may be applied to all accounts not paid within 30 days of invoice date. Any attorney’s fees or other costs
incurred in collecting any delinquent amount shall be paid by the client.
STANDARD OF CARE
Services provided by LSA under this Agreement will be performed in a manner consistent with the degree
of care and skill ordinarily exercised by members of the same profession currently practicing under
similar circumstances. LSA will endeavor to maintain consistent staff on the project; however,
unforeseen issues outside of our control such as employee illness, relocation, injury, or departure can
occur. From time to time, unforeseen circumstances require us to replace project staff or project
managers with other equally qualified staff in order to meet our commitments. The terms of this
proposal are not contingent upon work being performed by named staff. LSA reserves the right to
substitute equally qualified staff when necessary.
PROJECT DELAYS
The terms of this Proposal are based on the anticipated project schedule. In the event of unanticipated
project delays, the scope of services may be subject to amendment, change, or substitution.
INDEMNIFICATION
Client and consultant each agree to indemnify and hold the other harmless and their respective officers,
employees, agents, and representatives from and against liability for all claims, losses, damages, and
expenses, including reasonable attorneys’ fees, to the extent such claims, losses, damages, and expenses
are caused by the indemnifying party’s negligent acts, errors, or omissions.
ELECTRONIC FILE DATA CHANGES
Copies of documents that may be relied upon by client are limited to the printed copies (also known as
hard copies) that are signed or sealed by LSA. Files in electronic media format or text, data, graphic, or
other types that are furnished by LSA to client are only for convenience of client. Any conclusion or
information obtained or derived from such electronic files will be at the user’s sole risk. When
transferring documents in electronic media format, LSA makes no representations as to long-term
compatibility, usability, or readability of documents resulting from the use of software application
packages, operating systems, or computer hardware differing from those of LSA at the beginning of the
assignment.
FORCE MAJEURE
Neither party shall be deemed in default of this Agreement to the extent that any delay in performance
of its obligation results from any cause beyond its reasonable control and without its negligence.
LITIGATION
In the event that either party brings action under the proposal for the breach or enforcement thereof,
the prevailing party in such action shall be entitled to its reasonable attorneys’ fees and costs whether or
not such action is prosecuted to judgment.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
J U NE 2022 S C H ED U L E O F S T A N D A R D C O N T R A CT P R O V IS IO N S
A N D B IL L IN G R A T E S
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NOTICES
Any notice or demand desired or required to be given hereunder shall be in writing and shall be deemed
given when personally delivered or deposited in the mail, postage prepaid, sent certified or registered,
and addressed to the parties as set forth in the proposal or to such other address as either party shall
have previously designated by such notice. Any notice so delivered personally shall be deemed to be
received on the date of delivery, and any notice mailed shall be deemed to be received 5 days after the
date on which it was mailed.
TERMINATION OF CONTRACT
Client may terminate this agreement with 7 days prior notice to LSA for convenience or cause. Consultant
may terminate this Agreement for convenience or cause with 7 days prior written notice to client. Failure
of client to make payments when due shall be cause for suspension of services, or ultimately termination
of the contract, unless and until LSA has been paid in full all amounts due for services, expenses, and
other related charges.
If this Schedule of Standard Contract Provisions is attached to a proposal, said proposal shall be
considered revoked if acceptance is not received within 90 days of the date thereof, unless otherwise
specified in the proposal.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
J U NE 2022 S C H ED U L E O F S T A N D A R D C O N T R A CT P R O V IS IO N S
A N D B IL L IN G R A T E S
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HOURLY BILLING RATES EFFECTIVE JUNE 2022
Job Classification
Hourly Rate
Range1,2Planning Environmental Transportation Air/Noise
Cultural/
Paleontological
Resources
Biology GIS
Principal Principal Principal Principal Principal Principal Principal $180–400
Associate Associate Associate Associate Associate Associate Associate $130–250
Senior
Planner
Senior
Environmental
Planner
Senior
Transportation
Planner/Engineer
Senior Air
Quality/Noise
Specialist
Senior Cultural
Resources Manager/
Paleontologist
Senior Biologist/
Botanist/Wildlife
Biologist/Ecologist/
Soil Scientist/
Herpetologist/
Arborist
Senior GIS
Specialist
$115–200
Planner Environmental
Planner
Transportation
Planner/Engineer
Air Quality/
Noise Specialist/
Climate Change
Specialist
Cultural Resources
Manager/
Archaeologist/
Architectural
Historian/
Paleontologist
Biologist/Botanist/
Wildlife Biologist/
Ecologist/Soil
Scientist/
Herpetologist/
Arborist
GIS
Specialist
$85–165
Assistant
Planner
Assistant
Environmental
Planner
Assistant
Transportation
Planner/Engineer
Air Quality/
Noise Analyst
Cultural Resources
Analyst
Assistant Biologist/
Botanist/Wildlife
Biologist/Ecologist/
Soil Scientist/
Herpetologist/
Arborist
Assistant
GIS
Specialist
$85–125
Field Services
Senior Field Crew/Field Crew $85–105
Office Services
Graphics $125–150
Marketing $115–195
Office Assistant $85–135
Project Assistant $105–135
Research Assistant/Intern $75
Word Processing/Technical Editing $105–130
1 The hourly rate for work involving actual expenses in court (e.g., giving depositions or similar expert testimony) will be billed at $400 per
hour regardless of job classifications.
2 Hourly rates are subject to review at least annually, on or about June 1 of each year, and may be adjusted to reflect changing labor costs at
LSA’s discretion at that time.
LSA IN-HOUSE DIRECT COSTS EFFECTIVE JUNE 20221
Description Unit Cost Description Unit Cost
Reproduction (8.5 x 11) B/W $0.07 per page Total Station Surveying Instrument $50.00 per day
Reproduction (8.5 x 11) Color $0.40 per page Level (Laser or Optical) $25.00 per day
Reproduction (11 x 17) B/W $0.10 per page Laser Rangefinder $25.00 per day
Reproduction (11 x 17) Color $0.75 per page Sound Meter $75.00 per day
CD Production $5.00 per CD Sound Meter with Velocity Transducer $85.00 per day
USB Flash Drive $5.00 per drive Aerial Photo Cost
Plotting $3.75 per sq ft Boat Rental $125.00 per day
Aerial Drone $200.00 per day Water Quality Meter $25.00 per day
Mileage On-Road Current federal rate Night Vision Goggles $50.00 per unit per night
Mileage Off-Road Current federal rate Wildlife Camera $25.00 per day
GPS Unit $75.00 per day
1 Direct costs shall be reimbursed at cost plus 10 percent.
LSA
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69
Fee Proposal for Carlsbad Boulevard October 2022
PSA23-2039TRAN
Exhibit "A"
LSA Project Tasks
(Biological, Cultural, Hazardous Material and Environmental)
LSA
Principal (Bio) Principal
(Env)
Principal
(Haz) Associate Senior (Haz) Senior
Senior
Staff
(Haz)
Field Crew GIS Office
Services ODC Total
Hours Total Budget
$300 $275 $178 $185 $168 $155 $142 $105 $116 $115 Task 1: Technical Analysis 1.1 Biological Resources Analysis and Revegetation Plan 2 36 10 23 $ - 71 $ 10,955
1.2 Cultural Resources Analysis 1 15 11 10 6 4 $ 2,090 47 $ 9,051
1.3 Hazardous Material Analysis 2 6 36 3 2 $ 2,598 49 $ 9,652
$ - 0 $ -
Sub-total Labor Hours 2 1 2 51 6 11 36 20 9 29 $ 4,688 167 $ 29,658
Task 2: Environmental Evaluation
2.1 Environmental Evaluation/CE Support Memorandum 8 12 30 8 $ - 58 $ 9,990
Sub-total Labor Hours 0 8 0 12 0 30 0 8 $ - 58 $ 9,990
TOTAL 2 9 2 63 6 41 36 20 9 37 $ 4,688 225 $ 39,648
I I
I I
October 10, 2022 Via E-mail: mdoroudian@engsys.com
Macan Doroudian
ESI
15235 Alton Parkway, Suite 120
Irvine, CA 92618
949-336-9019
Subject: Limited Design Survey, Limite Boundary Survey and Aerial Survey
Porta Place and Trieste Drive, Carlsbad, CA
Dear Macan:
Enclosed please find our Proposal/Standard Form of Agreement to prepare a Limited Design Survey,
Limited Boundary Survey (defined by available public record and without benefit of title report), limited
as-built Survey, and Aerial Survey of the Subject Site per the attached Exhibit “A”. The Survey shall
conform to the Scope of Surveying Services attached as Exhibit “1” and Exhibit “2” and made a part
hereof.
Notwithstanding circumstances beyond our control, we expect to complete the Survey for delivery within
four to six weeks of receipt of your written authorization to proceed, Client-provided Title Report and
back-up documents of the subject property. To authorize us to proceed, please scan or fax a signed copy
of the enclosed Agreement, returning all original copies. Upon receipt, we will send a fully executed
Agreement to you for your files.
Also enclosed please find our Billing Policies and Procedures Statement. As a result of state law
(California Business and Professions Code Section 8759(a)), we are required to have a contract signed and
returned to us before we can begin to provide consulting services.
Although this proposal does not include our services for Entitlements, you should know that Psomas has
been offering this service for almost 40 years. Using Psomas for Entitlements ensures that all the necessary
development services are completed in a seamless manner. If you require zoning and/or subdivision
approvals, please let me know and I will have someone call you to discuss this further.
We look forward to working with you on this project and invite any inquiries you may have regarding our
proposed services.
Sincerely,
Daniel Rahe, PLS
Vice President
DR:rd
8065_Limited_Design_Boundary_Aerial_Carlsbad_R1.docx
555 South Flower Street
Suite 4300
Los Angeles, CA 90071-2416
Tel 213.223.1400
Fax 213.223.1444
www.psomas.com
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
AGREEMENT FOR SURVEYING SERVICES
AGREEMENT ENTERED INTO AT Los Angeles, California made this 10th day of October,
2022 by and between:
CONSULTANT: PSOMAS CLIENT: ESI
A California Corporation
Address: 555 S. Flower Street Address: 15235 Alton Parkway
Suite 4300 Suite 120
Los Angeles, CA 90071 Irvine, CA 92618
CLIENT AND CONSULTANT AGREE AS FOLLOWS:
Client intends to: Obtain Surveying Services for the preparation of a Limited Design
Survey, Limited Boundary Survey and Aerial Survey of the Subject Site per the attached Exhibit
“A”. The Design Survey shall conform to the Scope of Surveying Services attached as Exhibit
“1” and Exhibit “2” and made a part hereof.
A.Consultant agrees to perform the following scope of services:
Provide Land Surveying Services for the preparation of a Limited Design Survey,
Limited Boundary Survey, limited as-built Survey and Aerial Survey of the Subject Site.
The Survey shall conform to the Scope of Surveying Services attached as Exhibit “1” and
Exhibit “2” and made a part hereof.
B.Client agrees to compensate Consultant for such services as follows:
1.As to Limited Design Survey (No more than three eight-hour days on site):
A Lump Sum Service Fee of $13,500 plus the cost of prints and delivery.
2.As to Limited Boundary Survey: A Lump Sum Service Fee of $9,500 plus the cost
of prints and delivery.
3.As to limited As-Built Survey: A Lump Sum Service Fee of $19,800 plus the costs
of prints and delivery.
4.As to Aerial Imagery: A Lump Sum Service Fee of $18,500 plus the cost of prints
and delivery.
IN WITNESS WHEREOF, the parties hereby execute this Agreement upon the terms and
conditions stated above, and upon the Provisions of Survey Agreement attached hereto, and on
the date and year indicated above.
CONSULTANT: PSOMAS CLIENT: ESI
A California Corp.
By: By:
Daniel Rahe, PLS
Title: Vice President – Survey Title:
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DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A" PSOMAS
➤DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 EXHIBIT A PSA23-2039TRAN
Exhibit "A"
N
600 ft
Legend
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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EXHIBIT "1"
PORTA PLACE AND TRIESTE DRIVE, CARLSBAD, CA
The Consultant agrees to prepare an Aerial Topographic Survey with depiction of Right of Way
and Lot lines for the project. Specific items of service are as follows:
1.Prepare a SURVEY MAP at a scale of 1" = 20’ over the site shown on attached
Exhibit “A” delivered in both hard copy and AutoCAD format.
2.BOUNDARY lines established from field surveyed information and available record.
3.Delineation of plottable EASEMENTS if provided by Client with a title report.
4.HORIZONTAL LOCATION, size and description of buildings, driveways, walks,
curbs, walls, fences, signs, poles, tree canopies, and other permanent surface visible
features.
5.TOPOGRAPHY at a 2 foot contour interval and spot elevations on a grid pattern in level
areas.
6.UTILITIES located by surface signs of utility fixtures.
PSOMAS
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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EXHIBIT "2"
PORTA PLACE AND TRIESTE DRIVE, CARLSBAD, CA
The Consultant agrees to prepare a Limited Design Survey for the project, to be limited to three
eight-hour days of field effort for topographic survey, two eight-hour days of field effort for
boundary survey, and five eight-hour days for as-built surveys. Specific items of service are as
follows:
1.ELEVATIONS on driveways, walks, curbs, gutters, and walls, including at back of walk,
top of curb, flow line, edge of gutter and centerline every 25’ along abutting streets in
areas to be identified by client in the field.
2.HORIZONTAL LOCATION, size and description of buildings, driveways, walks,
curbs, walls, fences, signs, poles, trees over 6” in diamter, and other permanent surface
visible features in areas to be identified by client in the field.
3.UTILITIES located by surface signs of utility fixtures located by the field crew, with
inverts to be measured for gravity lines where accessible in areas to be identified by
client in the field.
4.CENTERLINES and RIGHT OF WAY LINES of existing public streets per available
record and found monuments. LOT LINES plotted per available records. EASEMENTS
plotted per title report if provided by client.
5.AS-BUILT SURVEYS of facilities installed under Client’s supervision
PSOMAS
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
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PROVISIONS OF SURVEY AGREEMENT
Client and Consultant agree that the following provisions shall be part of this Agreement:
1.This Agreement shall be binding on the heirs, executors, administrators, successors and assigns of the Client and Consultant and it
shall not be assigned by either Client or Consultant without the prior written consent of the other. It contains the entire Agreement between Client
and Consultant relating to the project and the provision of services to the project. Subsequent modifications to this Agreement shall be in writing
and signed by both Client and Consultant.
2.This Agreement shall be governed by and construed in accordance with the laws of the State of California.
3.The Consultant shall not be liable for damages resulting from the actions or inactions of governmental agencies, or be responsible for
the accuracy of information supplied by the Client, governmental agencies, or others. The Consultant shall only act as advisor in any
governmental relations. Consultant’s assistance shall not constitute a representation or guarantee that any permit or approval will be acted upon
favorably by any governmental authority.
4.All original papers, drawings and documents, and copies thereof, produced as a result of this Agreement, except documents which are
required to be filed with public agencies, shall remain the property of the Consultant and may be used by the Consultant without the consent of
the Client.
5.Client agrees that in performing any requested ALTA surveys in accordance with this Agreement, Consultant agrees to sign the
certificate on the survey document attached hereto as Exhibit 1 and incorporated herein by this reference. Certificates, other than Exhibit 1, will
be subject to review and revision by Consultant, the cost of which shall be paid by the Client as extra work.
6.In the event that any staking is destroyed or damaged, the cost of re-staking shall be paid by the Client as extra work, provided such
work is authorized by Client.
7.Client acknowledges and agrees that if the Consultant provides surveying services, which services require the preparation of a Corner
Record or the filing of a Record of Survey in accordance with State of California Business and Professions Code Section 8762, that all of the
costs of preparation, examination and filing for the Corner Record or the Record of Survey will be paid by Client as extra work.
8.In recognition of the relative risks and benefits of the project to both Client and Consultant, the risks have been allocated such that
Client agrees, to the fullest extent permitted by law, to limit the liability of Consultant, its owners, employees and subConsultants, to the Client
and to third parties, including but not limited to construction contractors, arising out of or in any way connected to the project, for any and all
claims, losses, costs, or damages, such that Consultant’s total aggregate liability for the entire project shall not exceed the cumulative sum of
$50,000 or Consultant’s fee, whichever is greater. Client shall hold harmless, defend and indemnify Consultant from any claims or damages in
excess of such amount. It is intended that this section shall apply to any and all liability or cause of action however alleged or arising. Client and
Consultant acknowledge that this provision was expressly negotiated and agreed upon.
9.The Client shall pay the costs of all applicable fees, title company charges, blueprints and reproductions, and all other charges not
specifically covered by the terms of this Agreement.
10.All fees and other charges will be billed every four weeks and shall be due at the time of billing. Bills paid after 30 days will be
delinquent and Client agrees to pay a monthly late payment charge on the unpaid balance of one and one-half percent (1-1/2%) per month. A
notice of lien may be filed at Consultant's option. Client agrees to pay for services completed regardless of the outcome of any pending escrow,
loan or other transaction.
11.If any arbitration or action at law or equity, including an action for declaratory relief, is brought to enforce or interpret the provisions
of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees.
12.Consultant makes no warranty, either expressed or implied, as to his findings, recommendations, maps, or professional advice except
that the work was performed pursuant to generally accepted standards of practice in effect at the time of performance.
13.In the event this Agreement is terminated before the completion of all services, unless Consultant is responsible for such early
termination, Client agrees to release Consultant from all liability for work performed.
14.In the event all or any portion of the work prepared or partially prepared by Consultant is suspended, abandoned, or terminated, Client
shall pay Consultant for all fees, charges, and services provided for the project, not to exceed any contract limit specified herein. Client
acknowledges if the project work is suspended and restarts, there will be additional charges due to suspension of the work which shall be paid for
by Client as extra work.
15.To the fullest extent permitted by law, Client agrees to indemnify, defend and hold harmless Consultant, its partners, officers, agents
and employees from any and all claims, demands and liability from third parties arising out of or related to, or alleged to be arising out of or
related to any act or omission of Client under this Agreement.
PSOMAS
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69 PSA23-2039TRAN
Exhibit "A"
Billing Policies and Procedures
The relationship with our Client works best when there is a mutual understanding about
fees and payment terms. You are encouraged to discuss with us any questions you may
have concerning these policies.
Billing
The value of our services is determined primarily by the time spent on each Client matter.
Our time records are kept on a weekly basis and invoices are prepared every four or five
weeks, depending on our accounting calendar.
Payments
As there is a time lag between rendering professional services and mailing our bills, all
invoices are due upon presentation. Any bills that are not paid within thirty days are
classified as “delinquent,” and a late charge of 1-1/2 % per month will be added. You
have the option of paying any current invoice with a Visa or MasterCard.
Work Stoppage
Work will be stopped on any job that has invoices outstanding for more than 60 days.
Due to the costs and inefficiencies that results from stopping and restarting a job, an
additional “start-up charge” will be assessed.
Retainers
It is our policy to obtain an advance retainer from all new Clients and from existing
Clients under certain circumstances. Also, it occasionally may be appropriate to require
an advance retainer after the commencement of a project or to require an increase in a
prior retainer. This depends in part on our Client’s payment history and the scope of the
work involved.
Reimbursable Expenses
Costs, other than time charges, are based on usage. Therefore, the cost of blueprinting,
messenger service, transportation, and other specific job related costs are charges as
“reimbursable expenses.” Generally, these are a very small portion of the total cost of a
project. If requested, we will provide a computer printout which details these costs. We
do not provide any additional backup for these generally nominal expenses.
PSOMAS
Nick Tarditti, CFA
Chief Financial Officer
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PSOMAS
DocuSign Envelope ID: 4DA09EFD-E6C5-45CC-8862-94F56E4E0B69
Fee Proposal for Carlsbad Boulevard October 2022
PSA23-2039TRAN
Exhibit "A"
Psomas Project Tasks
(Limited Design, Limited Boundary, Aerial Survey and AS)
Psomas
Principal Associate GIS/Drafter Field Crew Office
Services ODC Total
Hours Total Budget
$300 $200 $150 $345 $110
Task 1: Technical Analysis
1.1 Limited Design Survey 1 32 24 2 $ - 59 $ 13,500
1.2 Limited Boundary Survey 1 24 16 2 $ - 43 $ 9,540
1.3 Aerial Imagery Survey 1 80 18 1 $ - 100 $ 18,520
$ - 0 $ -
Sub-total Labor Hours 0 3 136 58 5 $ - 202 $ 41,560
Task 2: Environmental Evaluation
2.1 As-Built Survey 40 40 $ - 80 $ 19,800
Sub-total Labor Hours 0 0 40 40 0 $ - 80 $ 19,800
TOTAL 0 3 176 98 5 $ -282 $ 61,360