HomeMy WebLinkAbout2010-040
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RESOLUTION NO. 2010-40
RESOLUTION OF THE CITY OF SAN BERNARDINO APPROVING AN
2 AGREEMENT FOR SERVICES WITH AECOM FOR DESIGN OF THE REPAIR OF
3 2ND STREET BRIDGE AT WARM CREEK (SS08-20).
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BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AS FOLLOWS:
SECTION 1.
AECOM, located at 1887 Business Center Drive, Suite 6, San
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7 Bernardino, CA 92408, is a competent, experienced consulting engineering firm and has
8 provided the most advantageous and best proposal to provide consulting engineering services for
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the design of bridge repair at 2nd Street and Warm Creek (SS08-20). An Agreement in the not-
to-exceed amount of $131,824.00, with said firm to perform said design, is attached hereto as
Exhibit "A" and made a part hereof. Pursuant to this determination, the Purchasing Manager is
hereby authorized and directed to issue a Purchase Order for said services to said firm, which
references this Resolution.
SECTION 2. The City Manager is hereby authorized and directed to execute said
Agreement on behalf of the City.
17 SECTION 3. The authorization to execute the above-referenced Agreement is
18 rescinded, ifit is not executed within sixty (60) days of the passage ofthis resolution.
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2010-40
RESOLUTION . . . APPROVING AN AGREEMENT FOR SERVICES WITH
1 AECOM FOR DESIGN OF THE REPAIR OF 2ND STREET BRIDGE AT WARM
2 CREEK (SS08-20).
3 I HEREBY CERTIFY that the foregoing resolution was duly adopted by the Mayor and
4 Common Council of the City of San Bernardino at a i oint regular meeting thereof, held
5 on the
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7
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March
1st
, 2010, by the following vote, to wit:
day of
NAYS
ABSTAIN ABSENT
Council Members:
AYES
MARQUEZ
x
x
~
x
x
x
x
~.h.~
Rac el Clark, CIty Clerk
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The foregoing resolution is hereby approved this~ll.Q.. day of March
,2010.
21 Approved as to form:
22
JAMES F. PENMAN,
23 City ttorney
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2010-40
EXHIBIT A
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AGREEMENT FOR SERVICES FOR DESIGN OF THE REPAIR OF 2ND STREET
BRIDGE AT WARM CREEK (SS08-20)
THIS AGREEMENT is made and entered into this 1st day of March
2010 ("Effective Date"), by and between the CITY OF SAN BERNARDINO, a charter city
("City"), and AECOM ("Consultant").
WITNESSETH:
A. WHEREAS, City proposes to have Consultant perform the On-Call Civil Engineering
Design and Project Management Services for the Capital Improvement Program (CIP)
described herein below; and
B. WHEREAS, City has need of Consultant services to design the repair of a bridge on
2nd Street at Wann Creek (SS08-20) hereinafter known as "the Project"; and
C. WHEREAS, Consultant has submitted the most responsive and cost effective
proposal to design the Project; and
D. WHEREAS, Consultant represents that it has that degree of specialized expertise
contemplated within California Government Code, Section 37103, and holds all necessary
licenses to practice and perform the services herein contemplated; and
E. WHEREAS, City and Consultant desire to contract for specific services in connection
with the project and desire to set forth their rights, duties and liabilities in connection with
the services to be performed; and
F. WHEREAS, no official or employee of City has a financial interest, within the
provisions of California Government Code, Sections 1090-1092, in the subject matter of this
Agreement.
NOW, THEREFORE, for and in consideration of the mutual covenants and
conditions contained herein, the parties hereby agree as follows:
1.0. SERVICES PROVIDED BY CONSULTANT
1.1. Scope of Services. Consultant shall provide to City On-Call Civil Engineering
Design and Project Management Services for the Capital Improvement Program (CIP) for the
design of the repair of the 2nd street Bridge at Wann Creek, in accordance with the proposal
dated March 26, 2009, from Consultant, a copy of which is attached hereto as Attachment
"A" and incorporated herein, together with the Consultant's supplemental proposal dated
November 30, 2009, attached hereto and incorporated herein as Attachment "B."
1.2. Professional Practices. All professional services to be provided by Consultant
pursuant to this Agreement shall be provided by personnel experienced in their respective
fields and in a manner consistent with the standards of care, diligence and skill ordinarily
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EXHIBIT A
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exercised by professional consultants in similar fields and circumstances in accordance with
sound professional practices. Consultant also warrants that it is familiar with all laws that
may affect its performance of this Agreement and shall advise City of any changes in any
laws that may affect Consultant's performance of this Agreement.
1.3. Warrantv. Consultant warrants that it shall perform the services required by
this Agreement in compliance with all applicable Federal and California employment laws
including, but not limited to, those laws related to minimum hours and wages; occupational
health and safety; fair employment and employment practices; workers' compensation
insurance and safety in employment; and all other Federal, State and local laws and
ordinances applicable to the services required under this Agreement. Consultant shall
indemnity and hold harmless City from and against all claims, demands, payments, suits,
actions, proceedings, and judgments of every nature and description including attorneys' fees
and costs, presented, brought, or recovered against City for, or on account of any liability
under any of the above-mentioned laws, which may be incurred by reason of Consultant's
performance under this Agreement.
1.4. Non-discrimination. In performing this Agreement, Consultant shall not
engage in, nor permit its agents to engage in, discrimination in employment of persons
because of their race, religion, color, national origin, ancestry, age, physical handicap,
medical condition, marital status, sexual gender or sexual orientation, or any other category
protected by law, except as permitted pursuant to Section 12940 of the Government Code.
Violation of this provision may result in the imposition of penalties referred to in Labor
Code, Section 1735.
1.5 Non-Exclusive Agreement. Consultant acknowledges that City may enter into
agreements with other consultants for services similar to the services that are subject to this
Agreement or may have its own employees perform services similar to those services
contemplated by this Agreement.
1.6. Delegation and Assignment. This is a personal services contract, and the
duties set forth herein shall not be delegated or assigned to any person or entity without the
prior written consent of City.
1.7. Business License: The Consultant shall obtain and maintain a valid City
Business Registration Certificate during the term of this Agreement.
1.8. Duty of Lovaltv/Conflict of Interest: The Consultant understands and agrees
that as the City's Consultant for On-Call Civil Engineering Design and Project Management
Services for the Capital Improvement Program (CIP), Consultant shall maintain fiduciary
duty and a duty of loyalty to the City in performing Consultant's obligations under this
Agreement. Consultant, in performing its obligations under this Agreement, is governed by
California's conflict of interest laws, Government Code Section 87100 et seq., and Title 2,
California Code of Regulations Section 18700 et seq.
1.8.1 Prior to performing any services to City under this Agreement, Consultant
shall provide the Development Services Department a written list of the Assessor Parcel
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EXHIBIT A
Numbers and general location or address of any and all real property located in the City of
San Bernardino in which Consultant has any ownership interest, or which is the location of
any pending project that is a source of income for Consultant. Consultant shall keep this list
current on a monthly basis during the entire term of this Agreement.
1.8.2 Consultant shall not work on any task that is related to any real property that
is located within 500 feet of any parcel in which Consultant has any ownership interest or
which is the location of any pending project that is a source of income for Consultant.
2.0. COMPENSATION AND BILLING
2.1. Compensation. Over the term of this Agreement, Consultant shall be paid for
such services in accordance with the schedule of rates marked Attachment "c" and dated
November 30, 2009, attached and incorporated herein.
2.2. Additional Services. Consultant shall not receive compensation for any
services provided outside the scope of services specified in the Response unless the City or
its Project Manager for this Project, prior to Consultant performing the additional services,
approves such additional services in writing. It is specifically understood that oral requests
and/or approvals of such additional services or additional compensation shall be barred and
are unenforceable.
2.3. Method of Billing. Consultant may submit invoices to City's Project Manager
for approval on a progress basis, but no more often than monthly. Said invoice shall be
based on the total of all Consultant's services which have been completed to City's sole
satisfaction. City shall pay Consultant's invoice within forty-five (45) days from the date
City receives said invoice. Each invoice shall describe in detail, the services performed and
the associated time for completion. Any additional services approved and performed
pursuant to this Agreement shall be designated as "Additional Services" and shall identify
the number ofthe authorized change order, where applicable, on all invoices.
2.4. Records and Audits. Records of Consultant's services relating to this
Agreement shall be maintained in accordance with generally recognized accounting
principles and shall be made available to City or its Project Manager for inspection and/or
audit at mutually convenient times for a period of three (3) years from the Effective Date.
3.0. TIME OF PERFORMANCE
3.1. Commencement and Completion of Work. The obligation to perform the
professional services to be performed pursuant to this Agreement shall commence within five
(5) days from the Effective Date of this Agreement. Said services shall be performed in strict
compliance with the Project Schedule issued by the City's Project Manager. Failure to
commence work in a timely manner and/or diligently pursue work to completion may be
grounds for termination of this Agreement.
3.2. Excusable Delavs. Neither party shall be responsible for delays or lack of
performance resulting from acts beyond the reasonable control of the party or parties. Such
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EXHIBIT A
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acts shall include, but not be limited to, acts of God, fire, strikes, material shortages,
compliance with laws or regulations, riots, acts of war, or any other conditions beyond the
reasonable control of a party.
4.0. TERM AND TERMINATION
4.1. Term. This Agreement shall commence on the date approved by the City
Manager and continue through December 31, 2010, unless previously terminated as provided
herein or as otherwise agreed to in writing by the parties. An administrative extension of one
additional year may be authorized, subject to the prior written agreement of both parties.
4.2. Notice of Termination. The City reserves and has the right and privilege of
canceling, suspending or abandoning the execution of all or any part of the work
contemplated by this Agreement, with or without cause, at any time, by providing written
notice to Consultant. The termination of this Agreement shall be deemed effective upon
receipt of the notice of termination. In the event of such termination, Consultant shall
immediately stop rendering services under this Agreement unless directed otherwise by the
City.
4.3. Compensation. In the event of termination, City shall pay Consultant for
reasonable costs incurred and professional services satisfactorily performed up to and
including the date of City's written notice of termination. Compensation for work in
progress shall be prorated as to the percentage of work completed as of the effective date of
termination in accordance with the fees set forth herein. In ascertaining the professional
services actually rendered hereunder up to the effective date of termination of this
Agreement, consideration shall be given to both completed work and work in progress, to
complete and incomplete drawings, and to other documents pertaining to the services
contemplated herein whether delivered to the City or in the possession of the Consultant.
4.4 Documents. In the event of termination of this Agreement, all documents
prepared by Consultant in its performance of this Agreement including, but not limited to,
finished or unfinished design, development and construction documents, data studies,
drawings, maps and reports, shall be delivered to the City within ten (10) days of delivery of
termination notice to Consultant, at no cost to City. Any use of uncompleted documents
without specific written authorization from Consultant shall be at City's sole risk and without
liability or legal expense to Consultant.
5.0. INSURANCE
5.1. Minimum Scope and Limits of Insurance. Consultant shall obtain and
maintain during the life of this Agreement all of the following insurance coverages:
(a) Comprehensive general liability, including premises-operations,
productslcompleted operations, broad form property damage, blanket
contractual liability, independent contractors, personal injury with a
policy limit of not less than One Million Dollars ($1,000,000.00),
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EXHIBIT A
combined single limits, per occurrence and aggregate.
(b) Automobile liability for owned vehicles, hired, and non-owned
vehicles, with a policy limit of not less than One Million Dollars
($1,000,000.00), combined single limits, per occurrence and
aggregate.
(c) Workers' compensation insurance as required by the State of
California.
(d) Professional errors and omissions ("E&O") liability insurance with
policy limits of not less than One Million Dollars ($1,000,000.00),
combined single limits, per occurrence and aggregate. Consultant
shall obtain and maintain, said E&O liability insurance during the life
of this Agreement and for three years after completion of the work
hereunder.
5.2. Endorsements. The comprehensive general liability insurance policy shall
contain or be endorsed to contain the following provisions:
(a) Additional insureds: "The City of San Bernardino and its elected and
appointed boards, officers, agents, and employees are additional
insureds with respect to this subject project and contract with City."
(b) Notice: "Said policy shall not terminate, nor shall it be cancelled, nor
the coverage reduced, until thirty (30) days after written notice is given
to City."
(c) Other insurance: "Any other insurance maintained by the City of San
Bernardino shall be excess and not contributing with the insurance
provided by this policy."
5.3. Certificates of Insurance. Consultant shall provide to City certificates of
insurance showing the insurance coverages and required endorsements described above, in a
form and content approved by City, prior to performing any services under this Agreement.
5.4. Non-limiting. Nothing in this Section shall be construed as limiting in any
way, the indemnification provision contained in this Agreement, or the extent to which
Consultant may be held responsible for payments of damages to persons or property.
6.0. GENERAL PROVISIONS
6.1. Entire Agreement. This Agreement constitutes the entire Agreement between
the parties with respect to any matter referenced herein and supersedes any and all other prior
writings and oral negotiations. This Agreement may be modified only in writing, and signed
by the parties in interest at the time of such modification. The terms of this Agreement shall
prevail over any inconsistent provision in any other contract document appurtenant hereto,
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EXHIBIT A
including exhibits to this Agreement.
6.2. Reoresentatives. The Director of Development Services or her designee shall
be the representative of City for purposes of this Agreement and may issue all consents,
approvals, directives and agreements on behalf of the City, called for by this Agreement,
except as otherwise expressly provided in this Agreement~
Consultant shall designate a representative for purposes of this Agreement
who shall be authorized to issue all consents, approvals, directives and agreements on behalf
of Consultant called for by this Agreement, except as otherwise expressly provided in this
Agreement.
6.3. Proiect Managers. City shall designate a Project Manager to work directly
with Consultant in the performance of this Agreement.
Consultant shall designate a Project Manager who shall represent it and be its
agent in all consultations with City during the term of this Agreement. Consultant's Project
Manager shall attend and assist in all coordination meetings called by City.
6.4. Notices. Any notices, documents, correspondence or other communications
concerning this Agreement or the work hereunder may be provided by personal delivery,
facsimile or mail and shall be addressed as set forth below. Such communication shall be
deemed served or delivered: a) at the time of delivery if such communication is sent by
personal delivery; b) at the time of transmission if such communication is sent by facsimile;
and c) 48 hours after deposit in the U.S. Mail as reflected by the official U.S. postmark if
such communication is sent through regular United States mail.
IF TO CONSULTANT:
Mr. William Nascimento, Vice President
AECOM
1887 Business Center Drive, Suite 6
San Bernardino, CA 92408
Tel: 909-890-0477
Fax: 909-890-0467
IF TO CITY:
Valerie C. Ross
Director of Development Services
300 North "D" Street
San Bernardino, Ca 92418
Tel: 909-384-5357
Fax: 909-384-5080
6.5. Attornevs' Fees. In the event that litigation is brought by any party in
connection with this Agreement, the prevailing party shall be entitled to recover from the
opposing party all costs and expenses, including reasonable attorneys' fees, incurred by the
prevailing party in the exercise of any of its rights or remedies hereunder or the enforcement
of any of the terms, conditions, or provisions hereof. The costs, salary and expenses of the
City Attorney and members of his office in enforcing this contract on behalf of the City shall
be considered as "attorneys' fees" for the purposes of this paragraph.
6.6. Governing Law. This Agreement shall be governed by and construed under
the laws of the State of California without giving effect to that body of laws pertaining to
conflict of laws. In the event of any legal action to enforce or interpret this Agreement, the
parties hereto agree that the sole and exclusive venue shall be a court of competent
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EXHIBIT A
jurisdiction located in San Bernardino County, California.
6.7. Assignment. Consultant shall not voluntarily or by operation of law assign,
transfer, sublet or encumber all or any part of Consultant's interest in this Agreement without
City's prior written consent. Any attempted assignment, ,transfer, subletting or encumbrance
shall be void and shall constitute a breach of this Agreement and cause for termination of this
Agreement. Regardless of City's consent, no subletting or assignment shall release
Consultant of Consultant's obligation to perform all other obligations to be performed by
Consultant hereunder for the term ofthis Agreement.
6.8 Indemnification and Hold Harmless. Consultant shall protect, defend,
indemnify and hold harmless City and its elected and appointed officials, officers, and
employees from any and all claims, liabilities, expenses, including attorney fees, damage to
property or injuries to or death of any person or persons or damages of any nature including,
but not by way of limitation, all civil claims or workers' compensation claims, arising out of
or in any way connected with the intentional or negligent acts, errors or omissions of
Consultant, its employees, agents or subconsultants in the performance ofthis Agreement.
6.9. Independent Contractor. Consultant is and shall be acting at all times as an
independent contractor and not as an employee of City. Consultant shall secure, at its
expense, and be responsible for any and all payment of Income Tax, Social Security, State
Disability Insurance Compensation, Unemployment Compensation, and other payroll
deductions for Consultant and its officers, agents, and employees, and all business licenses, if
any are required, in connection with the services to be performed hereunder.
6.10 Ownership of Documents. All findings, reports, documents, information and
data including, but not limited to, computer tapes or discs, files and tapes furnished or
prepared by Consultant or any of its subconsultants in the course of performance of this
Agreement, shall be and remain the sole property of City. Consultant agrees that any such
documents or information shall not be made available to any individual or organization
without the prior consent of City. Any use of such documents for other projects not
contemplated by this Agreement, and any use of incomplete documents, shall be at the sole
risk of City and without liability or legal exposure to Consultant. City shall indemnify and
hold harmless Consultant from all claims, damages, losses, and expenses, including
attorneys' fees, arising out of or resulting from City's use of such documents for other
projects not contemplated by this Agreement or use of incomplete documents furnished by
Consultant. Consultant shall deliver to City any findings, reports, documents, information,
data, in any form, including but not limited to, computer tapes, discs, files audio tapes or any
other Project related items as requested by City or its authorized representative, at no
additional cost to the City.
6.11 Public Records Act Disclosure. Consultant has been advised and is aware that
all reports, documents, information and data including, but not limited to, computer tapes,
discs or files furnished or prepared by Consultant, or any of its subconsultants, and provided
to City may be subject to public disclosure as required by the California Public Records Act
(California GovemmentCode Section 6250 et. seq.). Exceptions to public disclosure may be
those documents or information that qualify as trade secrets, as that term is defined in the
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EXHIBIT A
California Government Code Section 6254.7, and of which Consultant informs City of such
trade secret. The City will endeavor to maintain as confidential all information obtained by it
that is designated as a trade secret. The City shall not, in any way, be liable or responsible for
the disclosure of any trade secret including, without limitation, those records so marked if
disclosure is deemed to be required by law or by order of the Court.
6.12. Responsibilitv for Errors. Consultant shall be responsible for its work and
results under this Agreement. Consultant, when requested, shall furnish clarification and/or
explanation as may be required by the City's representative, regarding any services rendered
under this Agreement at no additional cost to City. In the event that an error or omission
attributable to Consultant occurs, then Consultant shall, at no cost to City, provide all
necessary design drawings, estimates and other Consultant professional services necessary to
rectify and correct the matter to the sole satisfaction of City and to participate in any meeting
required with regard to the correction.
6.13. Prohibited Emplovment. Consultant shall not employ any regular employee
of City while this Agreement is in effect.
6.14. Order of Precedence. In the event of an inconsistency or conflict in this
Agreement and any of the attached Exhibits or Attachments, the terms set forth in this
Agreement shall prevail.
6.15. Costs. Each party shall bear its own costs and fees incurred in the preparation
and negotiation of this Agreement and in the performance of its obligations hereunder except
as expressly provided herein.
6.16. No Third Partv Beneficiarv Rights. This Agreement is entered into for the
sole benefit of City and Consultant and no other parties are intended to be direct or incidental
beneficiaries of this Agreement and no third party shall have any right in, under or to this
Agreement.
6.17. Headings. Paragraphs and subparagraph headings contained in this
Agreement are included solely for convenience and are not intended to modify, explain or to
be a full or accurate description of the content thereof and shall not in any way affect the
meaning or interpretation of this Agreement.
6.18. Construction. The parties have participated jointly in the negotiation and
drafting of this Agreement. In the event an ambiguity or question of intent or interpretation
arises with respect to this Agreement, this Agreement shall be construed as if drafted jointly
by the parties and in accordance with its fair meaning. There shall be no presumption or
burden of proof favoring or disfavoring any party by virtue of the authorship of any of the
provisions of this Agreement.
6.19 Amendments. Only a writing executed by the parties hereto or their respective
successors and assigns may amend this Agreement.
6.20. Waiver. The delay or failure of either party at any time to reqUIre
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EXHIBIT A
performance or compliance by the other of any of its obligations or agreements shall in no
way be deemed a waiver of those rights to require such performance or compliance. No
waiver of any provision of this Agreement shall be effective unless in writing and signed by a
duly authorized representative of the party against whom enforcement of a waiver is sought.
The waiver of any right or remedy with respect to any occurrence or event shall not be
deemed a waiver of any right or remedy with respect to' any other occurrence or event, nor
shall any waiver constitute a continuing waiver.
6.21. Severability. If any provision of this Agreement is determined by a court of
competent jurisdiction to be unenforceable in any circumstance, such determination shall not
affect the validity or enforceability of the remaining terms and provisions hereof or of the
offending provision in any other circumstance.
6.22. Counteroarts. This Agreement may be executed in one or more counterparts,
each of which shall be deemed an original. All counterparts shall be construed together and
shall constitute one agreement.
6.23. Coroorate Authoritv. The persons executing this Agreement on behalf of the
parties hereto warrant that they are duly authorized to execute this Agreement on behalf of
said parties and that by doing so, the parties hereto are formally bound to the provisions of
this Agreement.
6.24 Damages. The Parties agree to waive any rights to incidental or consequential
and punitive damages arising out of performance under this Agreement whether in torts or in
contracts or in law or in equity.
III
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EXHIBIT A
AGREEMENT FOR SERVICES FOR DESIGN OF THE REPAIR OF 2ND STREET
BRIDGE AT WARM CREEK (SS08-20)
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by and through their respective authorized officers, as of the date first above written.
CITY OF SAN BERNARDINO,
A Municipal Corporation
CONSULTANT
AECOM
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By
'Signature
tlllL-GI A-M fV',f<;U ,,^~IC
Name and Title ,'i Ck f(l€SIP0-i1
Approved as to form:
James F. Penman,
City Attorney
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2010-40
L1m And Nascimento Engineering Corporation
March 26, 2009
[!m
Attachment "A"
I.~ cr..r 8M Okrn""r~
.... . :;J. Development Services Department
· 300 North "0" Street
sit 1M San Bernardino, CA 92418-0001
Attention: Mr. Michael Grubbs, P.E.,
Project Manager
Subject: Proposal to Provide Professional Civil Engineering Services for On-Call Civil Engineering
Design and Project Management Services for the Capital Improvement Program (CIP)
Dear Mr. Grubbs,
We sincerely appreciate the invitation by the City of San Bernardino to submit our proposal for "On-Call"
Civil Engineering Design and Project Management services. In our 15 year history, we have been serving a
broad spectrum of public works clientele in California on transportation infrastructure projects of differing
types, magnitudes, and complexities. We are delighted to offer our services for the subject solicitation with a
mindfully composed team of firms and a collective commitment of the RIGHT staff, to assist the City in
"making It happen."
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As you know, LAN has had a significant local presence in the City for many years. We are the largest
transportation design entity within the City and certainly one of the largest in the Inland Empire. Our San
Bernardino operation is our largest presence outside our Lake Forest Headquarters; staffed with over 20
engineers, technicians and CM personnel. Our local office serves our clientslprojects in both Counties of San
Bernardino and Riverside. We have also recently opened a significant operation in Diamond Bar, from where
staff augmentation is readily available if needed. The City's project will be managed/performed from the San
Bernardino office. A copy of our City of San Bernardino Business Registration is appended as an attachment
to this transmittal letter.
We are a well known entity locally; in fact we see ourselves as a part of the community and not just a firm in
town for a fee. One of our Principals based in the local office serves as a Board Member with the Chamber of
Commerce. On the projects end, we have served the City, the County, SANBAG and Caltrans District 8 as
well as neighboring Cities! Agencies in the lnland Empire and Desert Communities. As the City knows,
roadwayslhighways/bridges and their related infrastructure is the sole specialty of LAN - THAT IS ALL WE DO
AND DO VERY WELL. Our projects are full spectrum across the board in type, magnitude and complexity.
We do these projects in the differing roles of planning, project development, design and construction
management.
Our subconsultants for this project are ICF Jones & Stokes (Enviromnental), UN Consulting
(ElectricaVLighting), and Mayer Surveying (Surveys). All have worked with us before, so we bring to the City
a team that "knows each other". All have also done projects for the City and in its immediate environs.
However, at the end of the day, it is the staff and especially the leadership committed that make the project a
success. For this project we are committing a 30 plus years veteran in Edward Ng to "lead the charge". He
will be supported by a senior experienced LAN staff; all project managers in their own right. We want this
project and consequently have no hesitation committing the staff you will see in our submittal.
1887 Business Center Drive, Suite 6
San Bernardino, CA 92408
Tel: 909-890-0477
Fax; 909-890-0467
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2010-40
Letter to Mr. Michael W. Grubbs, PE, Project Manager
Page 2 of 2
Weare excited about this opportunity and would like to highlight several unique benetits LAN brings to the
City:
Experience: Since our founding in 1994, LAN has been providing roadwayihridge engineering, design
and construction management services to public agencies in Inland Empire. Our recent experience
delivering more than 30 projects involving roadway and bridges for City of San Bernardino and other
agencies in San Bernardino County, gives us a sound understanding of what is required to successfully
deliver your project.
Commitment: Our commitment to serve our client's needs guides our professional endeavors and results
in excellence. Our commitment is fultilled through effective project management, the excellence of our
staff, our responsiveness and flexibility, and by paying attention to every detail. Our proposed Project
Manager, Edward Ng, is prepared to do "whatever It takes' to assure the projects is delivered on time
and on budget.
Flexibility and Responsiveness: We encourage you to contact our past and current clients who will
testify to our flexibility and responsiveness to their projects. As we begin a project, we are known for
being flexible and responsive to the changing needs of our clients and the changing needs of the projects
we manage.
Excellence of Our Staff: Not only are the integrity and commitment of our tirm important, but just as
important are the people we are proposing to deliver your project. We understand that "the people will
deliver your project." Hence, we have assembled a team of professionals that have extensive experience
with local agencies and delivery of projects involving bridges over railroads.
References: Weare unmatched in providing responsive services to local agencies. Our approach to
project delivery allows us to provide our clients with maximum flexibility in adapting to the changing
needs of our clients and their projects. As a testament to our claim, we encourage the City to contact our
past and current clients listed in Sections 2 of our proposal.
Contact Information: Edward Ng, Project Manager
Phone: (909) 895-0520 E-mail: Edward.ng@]anengineering.com
CIty's RFP: LAN has read the RFP thereto and has incorporated all requirements of said RFP into our
proposal.
Insurance: LAN has carefully reviewed the Draft Agreement for Professional Civil Engineering Design
Services and we will execute the Agreement if offered a contract by the City and is able to meet or exceed the
City's insurance requirements contained therein.
We trust the information provided will receive favorable review and afford us the opportunity to continue to be
of service to the City.
I
,
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. iam Nascimento, PE, SE
President I Principal-in-Charge
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ACCOUNT
NUMBER
29407
DATE PAID
112/29I2OO8
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BIJllIIlIISS NAMIl
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2010-40
CITY OF SAN BERNARDINO
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BUSINESS REGISTRATION DELINOUENT NOTICE
PLEASE CROSS OUT ANY INCORRECT
BUSINESS INFORMATION & MAKE
CHANGES DlRECTL Y ON THIS FORM
COMPLETE & RETURN WITH
YOUR PAYMF..NT TO:
CITY CLERK, P. O. BOX 1318
SAN BERNARDINO, CA 92402 - OR
300 N "Do ST., 2nd FLR.
SAN BERNARDINO. CA 92418
(909)384-5302 or (909)384-5035
SEE INSTRUCTIONS ON
REVERSE SIDE OF TillS FORM
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29407
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ClBN DATE
0210111996
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LESS THAN SI 5,000 S60.oo
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S20,Ooo TO S2S,Ooo <100:00_")
ENTER lliE TOTALOROSSRIJCEIPTS (pRlO1l12 MONTHS) HERIl s...!..!.., /,Ii. ~ li-I. Sf'
REGISTRATION FEE DUE
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FOR EACH $1,000 ABOVB $25,000 MULTIPLY BY $2.~0 AND BNTER HERE $ ~B SO .BS'
ADD $100 TO THBCALCULATED AMOIJNTON TH8 ABOVE LINE AND ENTER THE TOTAL
ON THE REGISTRATION mE DUE LINE
PRIOR YEAR ADJUSTMENT
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NOTE'
RETURN ENTIRE FORM AND
MAKE CHECKS PAYABLE TO,
CITY OF SAN BERNARDINO
POR CEASED OR SOLD BUSINESSES ONLY'
o NO LONGER DOING BUSINESS IN SAN BBRNARDINO
o BUSINESS STATBD ABOVB WAS SOLD
DATS CEASBD OR SOLD
NAME, ADDRESS <It PHONE OFNBW OWNER
PAYMENT DUE DATE: March 02, 2009
THIS FORM MUST BE COMPLETED AND RETURNED
wrrH PAYMENT BY TilE ABOVE DATE. IF NOT
\tECIIVED BY THIS DATE, PAYMENT IS SUBJECT TO
PENALTY AS STATED ON THE REVERSE OF THIS FORM.
DELINQUENT _ YOUR BUSINESS JU;GISTRATION HAS
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FORM CANNOT BBACCBPTBD OR P~THOVT SIGNATURB
SIGNATIJRE (X) ~ ( DATIl 3/~~fOlI
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Cciltn:>\IE'-r
VISA t:l MAsrEll()A\U) Cl
AMOUNT OF PAYMENT
Card Numbar
$
TITLE
Validadon Code ITIJ Bxpiralion Date
ClI.rdttoldcrSipatute
OFFICI! USEONL.Y;
AMOUNT
CK/I
CASH
DATE
PROCESSBDBY
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L1M & NASCIMENTO
ENGINEERING CORP
20 EMPIRE DR.
LAKE FOREST, CA 92630
(949) 768.8888
Wells Fargo Bank, N.A. 2010-40
California
16.24.1220
. 3/23/2009
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, )ORDER OF:
Three Thousand Three Hundred Twenty-Nine and 711100************************************************************
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City of San Bernardino
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PO Box 1318
San Bernadino, CA 92402
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Balance Due Discount
3,329.71
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3/23/2009
Balance Due Discount
3,329.71
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Section 1: Project Team Background
In this section of our submittal, we are providing the City our proposed team of firms for the project, the
background of the team members and our collective relevant experience. We want to conclude this paragraph
by stating that LAN Engineering and our proposed Project Manager, Edward Ng, are committed to do
"whatever It takes' for the successful completion of the project.
The Project Team
The Project Team is illustrated in Figure 1-1. We stress the term "Project Team" since the success of the
project will depend on all entities identified working together in harmony. The LAN team is a component of
the project team with LAN in the role of Prime Consultant and the singular entity responsible to the City for all
contractual, administrative, managerial and technical matters. We have called on three specialty
subconsultants to support our work with their specialties. The respective responsibilities of the LAN team
members are illustrated in Figure 1-2.
We note that our subconsultants are entities that work with us on many of our projects. Consequently, the City
is getting a team that "knows each other"; a team that can "hit the ground running on day one".
Figure 1-1: The Project Team
CLIENT
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LIN Consulting
Figure 1-2: LAN Team Member Responsibilities
. Project Management
. Project Control
. Agency Coordination
. QA/QC
. Civil / Roadway Engineering
. Utilities
. Hydrology / Hydraulics / Drainage / SWPPP
. Traffic Design / Electrical/Signals
. Structures
. Encroachment Permits
. Project Report
. Plans
. Specifications
. Estimates
. Other Reports
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Jones "
Stokes
J . Environmental
. Resource Agency
Permits
Mayer
Surveylng
J . Mapping
. . Surveys
, . ROW Engineering
[ Con~ur:unll ). Electrical/Lighting
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2010-40
"
Section 1: Project Team Background
Background of the LAN Team Members
LAN Engineering. LAN Engineering Corporation is a California Engineering Firm with its professional
practice exclusively in the planning, design, and construction management of transportation infrastructure,
highways, freeways, roadways, highway bridges, grade separations, railroad bridges, a wide variety of water
crossings, and, at times, one-of-a-kind transportation facilities. The firm was founded in 1994 by principals
with over 40 years of combined experience. LAN has built a reputation for outstanding design, technological
innovation, strong project management, strict cost and schedule control. Today the firm is at the pinnacle of
transportation design and construction with regional transportation authorities and local agencies in the state of
California, and provides services to a wide range of such clientele with a staff of over 190 professionals and
technicians. The firm is headquartered in Lake Forest, but also has offices in Anaheim, Diamond Bar, San
Diego, Sacramenta, Santa Clara, Oakland, and a very significant presence in San Bernardino.
In the years since its inception, LAN has consistently devised efficient and cost-conscious solutions to
complex roadwayihighway, bridge, and grade separation problems. The firm prides itself on providing a
quality product, and implementing a stringent QNQC program. The importance of quality to the firm is
reflected by extensive repeat business, with the virtue of client satisfaction as the preeminent priority. More
details of the firm, in general, are capsulated in Figure 1-3. In our 15 years of existence we have constantly
grown in staff size and have remained strong. The testament to the success story of LAN Engineering is the
significant (over 85%) volume of "repeat business". This has been possible because:
. Our policy is to do "whatever It takes" to keep our clients satisfied.
. We have a highly competent staff whose experience and capabilities allow them to always "hit the
ground running" without "learning curves".
. Our clients always "get what they see Is committed".
. Unless beyond our control, we always meet schedule milestones and exercise strict budget control.
. We maintain our focus on our core business, which is design and construction management of
transportation infrastructure.
. We consistently devise efficient and cost effective solutions.
Our firm is sound financially. We are in a growing cycle instead of planning office closures. We have no
pending litigations against us. WE HAVE NEVER BEEN TERMINATED from a contract. All said - WE WILL
DELIVER.
The Presence of LAN In San Bernardino County
The firm's largest presence, outside of its Lake Forest headquarters, is right here in the City of San Bernardino.
This presence constitutes one of the largest full-time staffs in the Inland Empire committed to transportation
infrastructure projects; and THE largest such staff within the City of San Bernardino. This local office is
conveniently and proximately located less than 10 minutes away from the City office, County of San
Bernardino offices, and Caltrans District 8. Operating from this location is a collective staff of 20 engineers
(all levels), technicians, and Construction Management personnel. The staff size is more than adequate enough
to serve the needs of the City's project. We consider ourselves, not only as a firm in the City doing business,
but also as part of the community. Over the years, by virtue of many projects in San Bernardino, we have been
an integral part of improving and beautifying the area, and of the enhancement of its transportation mobility.
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2010-40
Section 1: Project Team Background
Types of California Transportation Projects "
o Widen I Extend I Improve I Realign Roadways
o New Freeways I Highways I Roadways
. Modity I Improve I Widen Existing Freeways I Highways
o Highway I Railroad, Grade Separations
o Road I Railroad I Water Body Crossings
. New Bridges
o Widen I Extend Existing Bridges
o Rehab I Seismic Retrofit of Existing Bridges
. HOV Lane Additions
o New Interchanges
o Modity I Improve Existing Interchanges
o Drainage I Utility Improvements
. Traffic Design I Signalizatioo
o Roadway Lighting I Electrical
o Hydrology I Hydraulics
o Retaining I MSE I Noise Barrier Walls
o Culverts I Other Drainage Structures I Parking Structures
Figure 1-3: LAN Engineering - The Firm
State, County and Transportation Agency Clients In
Southern / Central California
. County of San Bernardino
o County of Orange
o County of Riverside
o County of Los Angeles
. County of Presno
. County of San Diego
. County of San Luis Obispo ,
o County of Kern
. San Bernardino Associated Governments
o Orange County Transportation Authority
. Transportation Corridor Agencies
. Riverside County Transportation Commission
. San Diego Association ofGovemments
o Caltrans District 6, 7, 8, 10,12 & DOS
. Inland Valley Development Agency
o Southern California Regional Rail Authority (Metrolink)
o Alameda Corridor and Alameda Corridor East
. North San Diego County Transit District
o Riverside & San Bernardino County Flood Control Districts
Note: Green Colored Font Indicates San Bernardino County
Project Roles
o Design Consultant
o On-Call Consultant
. Program Manager
o General Engineering Consultant
. Peer Reviewer
o Value Engioeering I Aoalysis
. Extension of Client Staff
o Construction Manager
o Construction Inspection
o Oversight Consultant
o Bridge Independent Checker
City Agancy Clients In
Southern / Cantral California
. San Bernardino -Indio
o Rialto . Temecula
. Fontana . Murrieta
. Rancho Cucamonga o Lake Elsinore
o Upland . Perris
. Yucaipa o Palm Desert
o Lorna Linda
. Vlctorville o Palmdale
o Highland o Los Angeles
. Riverside . Irvine
o Morena Valley o Laguna Beach
. Corona o Huntington Beach
. Banning o Costa Mesa
. La Quinta o Lake Forest
o Cathedral City
o Coachella . San Diego
o Indio o Bakersfield
. Temecula . Paso Robles
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2010-40
Section 1: Project Team Background
ICF / Jones & Stokes. In February 2008, ICF International merged with Jones & Stokes Associates, one of
the premiere multidisciplinary environmental consulting firms in the western United States. For nearly 40
years, Jones & Stokes has supported a broad mix of federal, state, and local govermnent and private-sector
clients on infrastructure improvement projects, restoration and planning projects, and compliance with
mandated government programs. Jones & Stokes has provided an array of integrated services in
environmental planning and natural resource management, especially in the transportation, air quality, climate
change, water, energy, and natural resources sectors. Together, ICF Jones & Stokes provides, in one firm,
truly interdisciplinary experience in transportation, emissions, air quality analysis, climate change, and CEQA,
with professionals who frequently work together to provide technical support to state and regional
organizations on area and mobile source air pollution issues. ICF Jones & Stokes has worked on numerous
transportation projects with the Caltrans. Recently, they were re-selected by Caltrans District 8 to perform
environmental on-call services in Riverside and San Bernardino counties.
UN Consulting. UN Consulting, a California corporation, specializes in traffic, and electrical engineering.
UN Consulting is a certified disadvantaged business enterprise (DBE), rninority business enterprise (MBE),
and small business enterprise (SBE). UN Consulting was founded in 1997 based on the principles of
providing professional services with best value and quality on time and within budget. Their experienced
staffs have actively participated in numerous projects of various types and scales for clients in the public and
private sectors throughout Southern California. With their commitments in providing quality engineering
services, the company has been on a steady and controlled growth over the last 12 years. UN Consulting
specializes in all aspects of traffic, civil, and electrical engineering, and has extensive experiences working
with State, counties, and cities as well as private owners and developers
Mayer Surveying. Mayer Surveying, Inc. provides a full range of survey services to public and private sector
clients. We are committed to providing quality products and being responsive to client's schedules. Their
office and field resources utilize state-of-the-art technology and equipment to streamline product delivery and
minimize client cost. Services include:
. Legal Descriptions and . Aerial Mapping & Photos . 3D Construction Models
Plans . Design Surveys . Project Monumentation
. Document Research . Lot Line Adjustments . ALTA Surveys
. Right of Way Engineering . Lot Mergers . FEMA Elevation Certificates
& Mapping . GPS Machioe Control . Tract Maps, Parcel Maps,
. Boundary Analysis and . Construction Surveys Record of Surveys
Resolution . Quantity Surveys . Certificate of Compliance
. Utility Surveys . Horizontal & Vertical Control . Mooitoring Surveys
. Topographic Surveys Surveys
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2010-40
Section 2: Project Experience
As was stated earlier, Roadways, Highways and Bridges projects constitute the core competence of LAN.
Essentially, for all practical purposes, THAT IS ALL WE DO AND WE DO IT VERY WELL We do it in the
roles/phases of either project development, design, program/project management, or construction
management/inspection-and in some instances mare than one 1'Qle on a given project. Over the years we have
significantly benefited from the fact that the know-how and performance of one phaselfunction enhances the
know-how and performance of the other phaselfunction and the ultimate beneficiary is our client and his/her
project.
Our experience is extensive, and we have experienced the full spectrum of project types, magnitudes and
complexities-from the simple to the multifaceted to the mega to the landmark/one of a kind. A significant
section of our clientele/projects are in the two Counties of San Bernardino and Riverside. Figure 2-1 and
Figure 2-2 respectively in tabular summary form list our clients and their projects in those two Counties.
Figure 2-3 similarly lists project/program management assignments. Last, Figure 2-4 summarily illustrates
projects performed for SANBAG. Following Figure 2-4, we are providing II relevant project experiences
with project detail and references.
Figure 2-1: LAN Clients/Projects within San Bernardino County
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2010-40
Section 2: Project Experience
Figure 2-2: LAN Clients/Projects within Riverside County
~ City of Coa~h~lIa
, . Dillon Road RR Grade Sep (PS&E}
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, City of Cathedral City
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_ . East Palm Canyon Drive Bridge at West
Cathedral Canyon Channel
" . West Cathedral Canyon Channel Bndge
City of Moreno Valley
. Moreno Beach Dr. at SR~60
. Reche Vista Or. Realignment
.. Ironwood Ave. Reconstruct/Sidewalk-
.. Oracacea Ave. Widening/Realignment.
.. Postal Ave. & Perris Blvd;
.. Gentian Ave., Bay Ave. & Indian St-
. Perris Blvd. Widening-Ramona to Cactus,
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. Market 51. Bridge
. Gilman Spring Road Improvements
. Limonite Avenue HES Rd.WJden/Realign
. Live Oak Canyon Rd. Improvements
. Lovekin Boulevard Improvements
. Pacific Avenue Improvements
. Magnolia Ave. RR Grade Separation
. Jurupa Rd. + Clary St. Grade Separation
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2010-40
Section 2: Project Experience-
Figure 2-3: LAN Program/Project Management Assignments
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'. Caltrans District 44
. Program/Project Management Services in HQ and Districts 1, 2, 3,5,6,9 and 12
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Figure 2-4: LAN's Projects for SAN BAG
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2010-40
Section 2: Project Experience
Similar Project Experience with the City of San Bernardino
Old Waterman Canyon Road Bridge Replacement
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
City of San Bemardino
Michael Grubbs; (909) 384-5179
On-going
$2.1 million
Project Management, Civil and Bridge Engineering
LAN Engineering was selected by the City of San
Bernardino to provide the engineering design services
for the Waterman Canyon Bridge Replacement.
Project responsibilities include site improvements and ._
grading, utility identification and relocation, bridge ~~. "-;:; ~. .. . ~
type selection study and final plans, specifications, and _.~~.
estimates for this bridge replacement. This bridge connects residents living in
Waterman Canyon with SR 18 and the City of San Bernardino. LAN
Engineering was selected for our innovative approach to satisfying design
requirements while minimizing construction costs, and our ability to handle an
accelerated schedule while minimizing design costs. Our experience with
bridge design, water crossings, Caltrans procedures and knowledge of storm
flow requirements gave the City a level of confidence in our ability to manage
and design this bridge replacement project. Elements of the project include:
Stormwater Conveyance; Scour Protection and Invert Stabilization; Drainage Facilities Design and
Improvements; Utility Relocation and General Civil Design; and Contract Administration
Mount Vernon Bridge Replacement
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
City of San Bernardino
Michael Grubbs; (909) 384-5179
On-going
$20 million
Project Management, Project Report, Civil and Bridge Engineering
The bridge structure is a 16-span steel superstructure traversing over the
BNSF Rail Yard. Technical challenges of the project include bridge
widening the bridge while maintaining continuous rail operation during
construction. LAN led a team to complete the environmental documents
and studies necessary to comply with California Environmental Quality
Act (CEQA) and National Environmental Policy Act (NEPA) regulations
as well as Caltrans and FHW A policies and procedures, Studies included, . '1.'!<.
a Historic Property Survey Report (HPSR) and Finding of Effect Report (Section 106 Documentation), a
Biological Technical Memorandum, a Noise Study, an Initial Site Assessment, a Draft Relocation Impact
Study (ORIS), and Section 4(1) Evaluation. LAN is also responsible for coordinating traffic, detour analysis,
and is responsible for coordination with BNSF & CPUC. The Environmental studies lead to a Negative
Declaration (NO) or Mitigated NO (MND) under CEQA and a Finding of No Significant Impact (FONSI)
under NEP A. The appropriate environmental document that would be prepared and processed to obtain
approval of the MND and FONSI will be an Initial StudylEnvironmental Assessment.
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2010-40
, Section 2: Project Experience
Citywide Bridge Upgrading and Seismic Retrofit Program
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
City of San Bernardino
Michael Grubbs; (909) 384-5179
2002
$5 million
Project Management, Civil and Bridge Engineering, Construction Mgmt.
The City of San Bernardino owns 10 bridges, four of which are railroad
overheads, that were seismic structural retrofit designed by consultants
working for Caltrans under the Local Agency Seismic Retrofit Program.
The City was given the responsibility to handle all other aspects of the
project, including Caltrans local agreements with the railroad companies,
civil engineering, and construction management. The City retained LAN to
provide these services. Construction and Maintenance agreements and
permits with Burlington Northern Santa Fe (BNSF), Union Pacific (UPRR), and Metrolink Railroads were
required.
The project was divided into two phases. First phase included bridge seismic retrofit at six locations over San
Bernardino County Flood Control Channels and the second phase included bridge seismic retrofit at four
locations over Rail Road Bridges and Barrier Rail Project. LAN maintained BMP practices, on a daily basis,
on the job site while working on Flood Control Channels and safety practice while working an Rail Road
Projects. Since two of the bridges had lead base paint on the structural steel, the contractor had to submit and
practice the lead abatement program. The construction process was more challenging than new structures.
State Street Extension and Realignment
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Engineering, Environmental
City of San Bernardino
Michael Grubbs; (909) 384-5179
On-going
$25 million
Project Management, Civil and Bridge
The State Street Project proposes extension of approximately 1.5 miles of
roadway to implement a part of the City's General Plan Circulation Element to
complete the linkage of State Street at the north and Rancho Avenue at the south
to provide a continuous roadway between the 1-10 Freeway and the 1-215
Freeway to serve the western limits of the City and the surrounding region.
This project will provide engineering design and planning for an ultimate roadway that will enhance the area
with an arterial roadway with a landscaped median. The project scope will provide for an improvement project
that will meet the traffic circulation needs, establish the right-of-way requirements, and implement the
foundation improvements consistent with the ultimate project. Environmental studies will lead to a NEP A
document to support the federal funding for the project. The bridge structures will be designed to the recently
developed LRFD standards. The bridge structure over the East Branch of Lytle Creek will cross over the wide
concrete lined channel and spillway. The bridge structure over the main branch of Lytle Creek will be a
reinforced concrete box structure designed to LRFD standards. The road alignment will be developed to avoid
undue impacts to the various utility transmission facilities, reduce impacts to adjoining residents and
businesses, and maximize the retention of existing roadway improvements.
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2010-40
Section 2: Project Experience
Similar Project Experience In the San Bernardino County for other agencies
Central Avenue/Palm Meadows Drive
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
IVDA
Alex Estrada; (909) 382-4100
2006
$4 million
Project Management, Civil and Bridge Engineering, PS&E
LAN was retained for the 1.6 mile long street widening of Central Avenue and
Palm Meadows Drive from Valley View Avenue to Mountain View Avenue as a
part implementing the Inland Goods Movement Bill. The project will serve the
properties being developed as part of the redevelopment and reuse of the lands
surrounding Norton Air Force Base. The project has a very aggressive schedule
to meet deadlines set by the client for a tenant developing on the site.
Coordination is required for the several projects in the area that will go to
construction concurrent with the Central Avenue Project. A critical consideration in the design was the critical
habitat of the San Bernardino Kangaroo Rat adjacent to approximately half of the project. Improvements
include street reconstruction, street widening, curb and gutter, sidewalks, drainage improvements, signing,
striping and traffic signals.
San Bernardino Metrolink Parking Lot Expansion
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
SANBAG
Michael Bair; (909) 884-8276
2005
$175,000
Project Management, Civil Engineering and Landscaping
LAN was retained by SANBAG to prepare improvement plans for a parking lot expansion to the San
Bernardino Metrolink station to solve the problem of overcrowded parking on the existing Metrolink
commuter parking lot. The project converted an underutilized storage and traincar maintenance site to a paved
parking lot for 149 passenger vehicles. Pedestrian access facilities were provided for convenient access to the
Metrolink passenger loading area and the historic restored Santa Fe Depot and San Bernardino Amtrak Station.
The design elements included parking lot layout, grading, paving, striping, and fencing. Drainage
improvements were constructed and a WQMP was prepared for water pollution controls. Landscape and
irrigation was provided to screen the site from the nearby neighboring homes.
The site also provided a secured area far the Metrolink Layover Traincar Service Facility. Access was
maintained for the daily maintenance and servicing of the Metrolink passenger traincars on the site adjoining
the parking lot. Coordination for the design included SANBAG, Metrolink and the City of San Bernardino.
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2010-40
Section 2: Project Experience
Similar On-Call Contract assIgnments for other agencies
Bermuda Dunes Infrastructure Study
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Riverside County Transportation Dept
Cathy Wampler; (951) 9556803
2007
$10,500,000
Project Management, Civil Engineering, Project Scoping
As part of LAN's On-Call contract with the Riverside County Transportation Department (RCTD), LAN
prepared an engineering assessment of street and drainage improvement needs in the Bermuda Dunes area to
establish funding and project programming. LAN identified the existing conditions and deficiencies at more
than a dozen sites. LAN prepared a scope of the required improvements to meet RCTD standards, estimated
construction costs, and prioritized the improvements.
In developing the project list, LAN collected relevant data including existing width, pavement type, horizontal
and vertical geometry issues, pavement condition, signs of pavement distress, and the existing physical
improvements. Also included were site conditions including driveway connections, access issues, and site
grading impacting the proposed remediation work or contributing to the known deficiencies.
Criteria were established for prioritizing the projects. These factors included traffic volumes, efTects/benefits
to the local residents, right-of-way, and costs. Engineering analysis was prepared to identify the extent of
required improvements. Preliminary costs of the individual site improvements were prepared, a priority list
established, and a project report prepared.
Wilkinson Street
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Riverside County Transportation Dept
Cathy Wampler; (951) 955 6803
2009
$265,000
Project Management, Civil Engineering, PS&E
As part of LAN's On-Call contract with Riverside County and in conjunction with the County's Economic
Development Agency (EDA), LAN provided planning and engineering services to provide a new paved road
for a rural community. The project site was constrained by rugged terrain, steep slopes and large rock
outcroppings. LAN met with property owners to discuss their individual needs and concerns and identified
key design issues. LAN developed alignment alternatives and cost estimates for consideration by the County
and local residents.
Upon selection of a preferred alternative, LAN prepared the plans, specifications and estimates for the
proposed improvements. The improvements included selective removal of rock outcroppings to preserve the
character of the terrain and provide sufficient clearance for the new roadway. Access to all properties
maintained or provided for. The entry monument and access to the local recreation vehicle park were
reconstructed. The project length of the selected alternative was 450 feet and included drainage, grading,
utility sleeves, paving, and signing.
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2010-40
Section 2: Project Experience
Limonite Avenue HES Road Widening and Realignment
The Limonite Avenue HES Project involved widening, realigmnent, pavement
reconstruction and resurfacing approximately 5,000 feet of roadway. The
existing roadway is a two-lane highway with paved shoulders. The project
added a continuous left turn lane to the roadway to reduce rear-end and side
impact accidents and facilitate turning movements. The roadway was widened
and transitioned to meet the existing roadway to accommodate the additional
lane. The shoulders were widened and brought up to current highway
standards where right-of-way was available. An existing structural plate triple
culvert used for horse crossing to the Santa Ana Wildlife Area was extended to accommodate the road
widening. Pavement markings were placed to identify at-grade horse crossings along the project. A bus stop
was relocated and a bus pullout added to enhance bus rider safety and improve through traffic flow.
Environmental issues were identified and reviewed to provide the necessary environmental clearances.
Construction and noise limits were included in the construction documents to mitigate environmental impacts.
The project is funded by State HES funds.
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Riverside County Transportation Dept
Cindi Wachi; (951) 955-1863
2003
$560,000
Project Management, Civil Engineering, PS&E
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SR-17 Guardrail Enchancement + SR-198/19Ih New Interchange Improvement
Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Caltrans District 6
Ernie Penuna; (95 I) 955- 1863
On-going
TBD
Project Management, Civil Engineering
SR 17 Guardrail Enhancement Projects, District 5: These projects propose to construct new guard railing,
upgrade and replace existing guard railing posts from wood to steel post and replace existing MBGR with
concrete barrier. These projects were initiated by the Caltrans District 5 Office of Traffic Safety to reduce the
severity of collisions that occur at the highway within these project's limits. It is anticipated that this project
would be funded from the State Highway Operation and Protection Project (SHOPP) under the Collision
Reduction Program. The project limits in this portion of State Route 17 in Santa Cruz County is a rural, four-
lane, scenic, divided, conventional highway that connects the cities of Santa Cruz and San Jose. Because of the
mountainous terrain through which this section of State Route 17 passes, addressing existing roadway features
that may not meet current roadway design standards, including horizontal curvature and shoulder widths,
present challenges. Environmentally, the redwood trees and other trees exist right adjacent to the outside
shoulder can be significantly impacted if the design is not properly researched.
SR 198/ 19111 Ave New Interchange Improvement, District 6: This project proposes to improve traffic
continuity on State Route 198 between the State Route 41/198 Separation and 18 y, Avenue (Vine Street) in
the City of Lemoore, in Kings County, and upgrade State Route 198 from an expressway segment to a freeway
segment. The construction cost was estimated at $16,795,000 and the right of way and utility relocation cost
was estimated at $3,125,000. The preferred alternative includes the conversion of the existing at-grade
intersection at State Route 1981 19th Ave to a partial (half) clover interchange. In addition, auxiliary lanes will
be constructed between Stale Route 41 and 19th Ave. The at-grade access at 18 y, Ave (Vine Street) will be
eliminated and replaced with cul-de-sacs.
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2010-40
Section 2: Project Experience-
Caltrans District 8 On-call Highway Design
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Client:
Contact PersonjTel Number:
Completion:
Cost:
Responsible Work:
Caltrans District 8
Jesus Paez; (909) 383-4513
2002
$754,000
Project Management, Civil Engineering, PS&E
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District 8 to perform professional and technical highway design
engineering services, on an "On-Call" basis, to supplement Project
Development efforts on State facilities in Riverside County. Projects and
tasks include:
1-10/Bob Hope Interchange - LAN performed utilities research and
prepared utility location maps for a new split diamond interchange on the
1-10 freeway at Bob Hope Drive and Ramon Road in Thousand Palms.
LAN also prepared utility drawings for the PS&E' s.
SR-91,1Green River Road Interchange - LAN performed utilities research and prepared utility location maps
for an interchange replacement project on the SR-9l Freeway at Green River Road in Corona. The scope of
work included preparation of utility drawings for the PS&E's.
Upgrade Existing Guardrail and End Treatments - LAN performed site review and assessment of over 350
MBGR installations on 1-10, SR-60, SR-62, SR-78, SR-79, SR-ll I, and SR-243. Based on site conditions and
existing facilities, LAN identified and recommended improvements to upgrade facilities to conform to NCHRP
350 crash test standards. LAN also prepared PS&E's to implement the recommendations.
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construction of a 4.98 M high, 792 M long masonry block soundwall on concrete barrier. The wall is
supported on CIDH concrete piles and on a CIP concrete retaining wall on spread footing.
SR-79 between Domenlgonl Road and Hunter Lane - LAN performed utilities research and prepared utility
location maps for 10 miles of highway widening on SR-79, from Domenigoni Parkway to Hunter Lane. The
existing two-lane highway will ultimately be widened to six lanes.
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2010-40
Section 3: Project Organization and Resume
Our proposed organization to perform the project illustrated in Figure 3-1.. Our team is ready to pledge all
required resources to the City's project, and as such, we have carefully evaluated that should we be selected for
the City's project there would be no over commitment. In Figure 3-2 we have prepared a table outlining
current project commitment and availability of key personnel. Resume of proposed staff follow.
Regarding the organization and staffing, we would like to especially invite attention to the following:
· Our Project Manager is Edward Ng, PE. He is one of our most senior Project Manager and Civil
Engineer and has been successfully delivered numerous capital improvement projects for city agencies
in Inland Empire.
. They key LAN staff are all project managers in their own right. All have worked with Edward on his
civil engineering projects.
. Alicia Colburn is a "real" added value to the project. A former District 8 Environmental Senior, her
role at LAN is to oversee the environmental documentation preparation by our subconsultants to make
sure they are done "right" the first time and in conformance with Caltrans and Federal requirements,
so that approvals are expedited.
Figure 3-1.: Proposed Organization Chart
Principal-in-Charge
William Nascimento, PE, SE (23)
Legend
~ Year of Experience
".......................................................
Project Manager
Edward Ng, PE (30,)
Functional Project Team
Proiect ReDort
Edward Ng, PE (35)
Slanals
Mahmoud Khodr, TE (25)
Environmental/Permits
ICF Jones & Stokes
Brian Calvert (13)
Civil + Roadwav
Paul Lau, PE (26)
Robert Wong, PE (11)
Heng Chow (12)
Nicolas Borrayo (2)
DrainaQe
Nadia D' Parashi-Tigo, PE (30)
Utilities
Paul Lau, PE (26)
Electrlcal/Liahtina
UN Consulting (DBE)
Denwun Un, PE, TE (28)
Water Qualitv/SWPPP
Nelly La, EIT (3)
Caltrans Coordination
Alicia Colburn (7)
Nisa Hester (8)
Survevs
Mayer Surveying
Randy Mayer, PLS (24)
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2010-40
Section 3: Project Organization and Resume
Figure 3-2: Key Personnel Current Project Commitment and Availability Table
Edward Ng, PE !
Project Manager I
Current Availability: 65% I
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Paul Lau, PE I
Civil + Roadway Lead I
Current Availability: 50% I
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Signals.
Current Availability: 65% I
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Environmental Lead I
Current Availability: 30% i
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Electrical/Lighting Lead i
Current Availability: 50% I
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Randy Mayer, PLS I' Mayer ! River Rd. Bridge Replacement, (Construction 0%) [5%]
Surveys Lead .'
Current Availability: 50% I Surveymgl Boundary Survey, SDR Surveying (Mapping 40%) [20%]
I i Other Survey project[5%]
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2010-40
William NaIcImento, PI, SE. PrInclpal-ln-Charge
Education: BS, Civil Engineering, CA State Polytechnic University, CA
MSCE I 1988/ Civil Engineering I University of California. Berkeley
Professional Registration: Civil EngineerlCalifomia, C4487 1
Structure EngineerlCalifornia, S:3836
Years of Experience: 23 years
rT."'T1 William Nascimento has dedicated his entire career to project
~ management and engineering and has served as Principal-in-
Charge and Project Manager for all the major civil/bridge design projects
undertaken by LAN Engineering.
Qualifications & Experience Highlights:
.;
Thorough Knowledge of Caltrans
Procedures & Requirements
Ability to manage multiple tasks and
multiple subconsullants
Pro-Actively coordinate with City of
San Bernardino to ensure that City's
needs are met in a timely manner
.;
Project Manager: 1-215 Bl-COunty Improvement Project, SANBAG &
RCTC, Riverside County and San Bernardino, CA. The 1-215 Bi-County
Project consists of widening and reconstructing the existing six-lane
freeway to accommodate the addition of HOV lanes and mixed-flow lanes.
The project includes reconstruction of interchanges, overcrossings,
retaining walls, sound walls, and railroad underpasses to fit the wider freeway design. LAN is the prime engineering
consultant, with responsibilities for all engineering design to complete the Project Report.
.;
Project Manager: 1-215 North Widening/Reconstruction, Segment 1, Rlalto Avenue to Ninth Street, SANBAG,
San Bemardlno, CA
The 1-215, Segment 1 project consists of widening and reconstructing the existing six-lane freeway to accommodate the
addition of HOV and mixed-flow lanes, with an ultimate to-lane configuration. 1ms includes new overcrossings and
widened undercrossings to accommodate the wider freeway design. LAN is a subconsultant with major responsibilities
in the areas of stage construction, traffic handling, detours, signs, drainage design, and structures design.
Project Manager: 1-10/ Cedar Avenue Interchange Project Report, County of San Bernardino, CA
LAN was retained by the County of San Bernardino to develop alternatives, write the project report, and provide for
environmental clearance for the I-to / Cedar Avenue project. The project consists of reconstructing of the interchange
at Interstate 10 and Cedar Avenue, and the widening of Cedar Avenue between Slover Avenue and Valley Boulevard in
the unincorporated community of Bloomington.
Project Principal: 20th St Extension & Campus Ave Realignment, Larkspur, CA.
William was responsible for design of 3800 lineal feet of street to implement the City of Upland master plan for
circulation in the northeast quadrant of the city. The new streets will provide access to the future SR-30 Campus
Avenue interchange. The alignment and grading were coordinated with the design of the SR-30 project alignment.
Coordination with Caltrans was required at the interchange and at the connection to 19th Street.
Project Manager/Engineer: Gilman Spring Road Reconstruction, County of Riverside, CA
William was responsible for design far realignment, reconstruction and widening of7,5oo feet of roadway. The roadway
was realigned to eliminate sight distance deficiencies at high-accident locations, optimize the vertical alignment, and raise
the design speed to current standards. Drainage improvements included four major culvert crossings with culverts up to a
triple to-ft x to-ft reinforced concrete box culverts.
Project Manager: Caltrans District 8 On-Call Services, Riverside County, CA
LAN Engineering was retained as the Prime Consultant by Caltrans, District 8 to perform professional and technical
highway design engineering services, on an "On-Call" basis, to supplement Project Development efforts on State
facilities in Riverside County. Projects and tasks include: I-to/Bob Hope Interchange; SR-9l1Green River Road
Interchange; Upgrade Existing Guardrail and End Treatments; I-215/SR-60 Interchange Improvement Project; and SR-
79 between Domenigoni Road and Hunter Lane.
16
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Edward Ng, PE
Education:
Professional Registration:
Years of Experience:
2010-40
Project Manager + Project Report
BS, Civil Engineering, Oregan State University, 1972
Civil Engineer/California, C-46767
35 years
rT.TTI Edward Ng has 35 years of professional civil engineering
~ experience in both government and private consulting
engineering. His experience includes management and design of
roadways, highways, facilities, drainage systems, water systems, and
building and retaining wall structures. Edward's experience includes
geometric layouts, report preparation including Project Reports and
Project Study Reports, preliminary and final design, utility coordination,
drainage design, structural design, surveying, right-of-way coordination,
and preparation of plans, specifications, and estimates. His project
experience has included new freeways, interchanges, freeway widening,
railroad overheads, and bridge replacement.
Qualifications & experience Highlights:
" Extensive experience in all facets of the
Civil Engineering Design; including
Roadway,Drmnage,PRJPSR,ew
" Eogineering experience included new
freeways, interchanges, freeway widening,
railroad overheads, and bridge replacement
" Very familiar with City of San Bernardino
Project Delivery Process
Project Manager: San Bernardino Railroad Grade Separation Seismic Retrofits, San Bernardino, CA
Edward was responsible for developing the project bid package and civil plans for the seismic retrofit of the Rialto
Avenue UP, Rialto Ave OH, and 27th Street/BNSF OH structures. Package included roadway improvements,
construction staging, cost estimates, and specifications.
Project Manager: Central Avenue Improvements, IVDA, San Bernardino County, CA
Edward served as the Project Manager and Task Leader for the preliminary engineering, preparation of environmental
documents and PS&E for the Central Avenue Project. This project will improve Central A venue/Palm Meadows Drive
from the intersection of Valley View Avenue to the intersection of Mountain View Avenue. The total length of the
project is approximately 1.6 miles.
Project Engineer: 20th Street Reconstruction, PS&E, Upland, CA
Edward was responsible for the civil engineering design for two miles of street overlay, reconstruction, and new street
construction. Plans included plan and profiles, and details for reconstruction of pavement, curb and gutter, sidewalks
and driveways. Plan drawings also included traffic handling, detours, and pavement delineation.
Project Manager: Jasper Street Storm Drain, PS&E, Rancho Cucamonga, CA
Edward was responsible for drainage analysis, drainage report and design of 2200 If of 72" storm drain line in Jasper
Street and 19th Street. The storm drain was designed to carry city stormwater and freeway runoff across a depressed
grade section of the SR-30 freeway. The project also involved relocation and lowering of 8" and 24" water lines and
resurfacing of Jasper Street. The storm drain and water lines were constructed at depths of up to 40 feet below grade
and between residential homes and narrow residential streets. Design also included hydraulic analysis and designed
modifications to an existing outlel/bubbler system to allow the Jasper Street and Carnelian Street storm drain systems
to function in accordance with Caltrans design standards.
Project Manager: llncoln Avenue Storm Drain, PS&E, Corona, CA
Edward was responsible for design management of major storm drainage facility involving over 25,000 feet of drainage
line including concrete channel, concrete box, and drainage pipe up to 120" diameter. Unique design tasks on this
project included design of three debris basins, a combined park and detention basin, protection of a fiber-optic
ductbank, protecting/rerouting several water and irrigation lines and a jacked crossing under a 108" MWD water line.
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2010-40
Edward N& PE
Page2of2
Project Engineer: SR-138 Highway Realignment, San Bernardino County, CA
Edward was responsible for preparation of roadway, grading, drainage, detours, construction staging, pavement
delineation, and signing plans for widening and realignment of SR-138 east of the 1-15 freeway. Plans were prepared
far realigning and widening the existing two lane winding road to a facility with four lanes and a painted median. The
roadway was realigned to meet current highway standards, improve safety, and meet the increased traffic demands
from growth in the Hesperia area. The roadway passes through mountainous and rugged terrain that involved
significant grading and drainage improvements. The project included provisions for wildlife crossings and off-road
vehicle crossings.
Project Manager: On-Cali Projects, RCTD, Riverside County, CA
Edward serves as Project Manager for various road and drainage improvement projects on an On-Call contract for the
Riverside County Transportation Department. Consultant services provided for projects are specific for the needs of
each project and have included road design, drainage, environmental, geotechnical, traffic signal, and survey services.
A partial list of the projects and improvements include:
. Gilman Springs Road, Phase 1- Widening and realignment of approximately 6.5 miles of roadway east of
Moreno Valley, replace and upsizc culverts
. Gilman Springs Road, Phase 2 - Widening and realignment of approximately 1.5 miles of roadway east of
Moreno Valley, replace and upsize culverts, prepare environmental report
· Lovekin Blvd - Widening and restriping roadway to improve intersection operation and facilitate agricultural
truck movements near Blythe, CA
· Limonite Avenue - Widening and realignment of roadway to add continuous left turn lane and add
shoulders, extend structural plate culverts and horse crossing. Project was funded by HES safety funds.
. SR-79/Benton Road - Traffic signals and intersection widening improvements on State Route 79 north
of Murrieta
· Lemon Street/Mission Trail - Drainage improvements including local street drainage and master plan
flood control channel improvements in Lake Elsinore
· Pacific Street - Street widening and realignment in the Rubidoux area. Improvements include addition
of a storm drain system and repro filing the roadway to provide drainage control and prevention of flooding of
private properties from street flows.
Project Engineer: 1-215 Widening and Reconstruction, Segment 1, San Bernardino, California
Edward was responsible for drainage design, NPDES stormwater quality treatment facilities, and signing on the
$75 million freeway widening and realignment project. The drainage facilities design includes onsite drainage
facilities, as well as a major off site drainage system with pipe up to 2400mm (96") diameter. The drainage design
required coordination with drainage improvements on the two adjoining segments of the I-215 project. The
stormwater quality treatment facilities were coordinated with Caltrans' water quality coordinators and included
vegetated swales. The storm drainage piping included jacking under railroad tracks and major street crossings and
connection to a USACE flood control channel.
Reche Canyon Road Corridor PSR, Riverside and San Bernardino Counties, CA
Edward was responsible for preliminary engineering, planning and preparation of Project Study Report for nine miles of
roadway between the City of Moreno Valley and City of Colton. Reche Canyon Road is major commuter route between
Moreno Valley and San Bemardino County cities. The road runs through four different jurisdictions, each with their
own standards for roadway, land use, zoning and planning. The residents along the corridor range from 10 acre
minimum rural lots to typical suburban housing developments and have differing views of community lifestyles. The
terrain ranges from steep rocky terrain to Ilat valley Iloor alluvials.
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2010-40
PaulLau,PE
eMI + Roadway + Utility (Project Engineer) 1
as, Civil Engineering + MS, Structural Engineering
Civil EngineerlCalifomia, C-38388
26 years
Education:
Professional Registration:
Years of Experience:
~ Paul Lau has over 26 years of professional civil and structural
~ engineering experience in both private and government sectors.
His experience includes Design and Construction Management of road,
drainage, building, utility and bridge projects. The breadth of his
experience includes all aspects of project development process from
feasibility studies, project reports, right-of-way, geometric approval
drawings, and extensive involvement in final plans, specifications and
estimates. Paul has 13 years of experience with the City of Moreno Valley and has successfully completed the design
and construction management for many city-street improvement projects, including design ofthe Indian Street, Webster
Avenue, and Myers Avenue Projects.
Qualifications & experience Highlights:
v'
Extensive experience in Capital
Improvement Projects
0/' Extensive experience working with local
agencies in San Bernardino
Design Engineer: 1-215 Widening and Reconstruction, Segment 1, San Bemardlno, CA
Design drainage, NPDES stormwater quality treatment facilities and signing on the $75 million freeway widening and
realigrunent project. Prepare hydrologyihydraulic calculations and reports, drainage plans, profiles and details, sign
plans, details and quantity sheets for both drainage and sign plans.
Design Engineer: 1-215 Widening and Reconstruction, Segment 2 (Ninth Street to 1-259), San Bemardlno, CA
Design Engineer: Design drainage, NPDES stormwater quality treatment facilities and signing on the $75 million
freeway widening and realigrunent project. Prepare hydrologyihydraulic calculations and reports, drainage plans,
profiles and details, sign plans, details and quantity sheets for both drainage and sign plans.
Project Engineer: Palo Verde Street Storm Drain Design, Montclair, CA
Design 5,600 feet of storm drain, drainage laterals extensions including freeway on ramp drainage connections,
residential area connections and outlet structure to regional basin. Also design re-connection of the utility brine drainage
line. Prepare traffic control plans, hydrologyihydraulic calculations, PS&E.
Project Engineer: Ironwood Avenue Pavement Reconstruction and Sidewalk Improvements, Moreno Valley, CA
Paul designed 2,600 feet of pavement re-profiling and reconstruction to improve to 5 lanes. Highway was funded by
Local Assistance Program; project included installing 1,100 feet of sidewalk and reconstructing access ramps and
driveway approaches; and preparing traffic control plans and PS&E
Project Engineer: Mission Trail & Corydon Street Storm Drain Design, Lake Elsinore, CA
Design 3,500 feet of concrcte channel and storm drain and revise channel design to accommodate developer's request.
Prepare hydrologyihydraulic calculations, PS&E.
Project Engineer: 2()t1l Street extension and Campus Avenue Realignment, Upland, CA
Design 2,500 feet of road extension, sidewalks, storm drain, waterlines, utility relocation, access road and landscaping
plans related to Ihe State Route 210 project. Prepare hydrologyihydraulic calculations, PS&E.
Project Engineer: SR60/Moreno Beach Drive Traffic Signal and Street Improvements, Moreno Valley, CA
Design street pavement widening and temporary traffic signal for freeway on/off ramp. Tasks included layout of street
improvements, coordinating traffic signal design, encroachment permits application to Caltrans and PS&E.
19
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2010-40
Robert Won.. PE
ctvIl + Roadway (Project Engineer)
Education:
B. Eng., Civil and Structural Engineering (Honor), The University of Hong Kong
Civil Engineer/California, C-647~4
Professional Registration:
Years of Experience:
11
rr.T'T1 Computer Skills: AutoCad R14, Auto Desk Land Desktop Development R3/2005, Civil Design Rational
~ Method Hydrology, Hasted Flowmaster v6/2005, Water Surface Pressure Gradient (WSPG).
Relevent Project Experience:
. 1-15/1-215 Interchange Reconfiguration, Devore, SANBAG, San Bernardino County, CA
. Ironwood Avenue Street Improvements (Heacock - Perris Street), Morena Valley, CA
. Auto Center Drive I BNSF Grade Separation, Corona, CA
. 1-2151 SR-60 East Junction EW HOV Connectors, Riverside County, CA
. Glen Helen Parkway Grade Separation, San Bernardino County, CA
. Iowa Street Grade Separation, Riverside, CA
. Ketella Smart Street, Anaheim, CA
. Storm Drain Master Plan, Chino Hill, CA
. Indian Detention Basin, Moreno Valley, CA
Heng Chow
CIvIl -+ Roadway (DesllPI Enllneer) .1
,!
Education:
BS, Civil Engineering
PEIMalaysia
Professional Registration:
Years of Experience:
12
rr.T'T1 Heng started his career as a Civil Engineer in Malaysia in 1996. He has dedicated his first 4 years experience
~ in a design office doing infrastructural design and office engineer's works far various private residential and
industrial developments. He has design knowledge in road and traffic, drainage, major storm water drainage, water,
sewer and structural works. Heng joined a property development company in 2000 as a Project Engineer for
infrastructure projects. He gained his early CM experience in monitoring project activities and schedules, utilities
coordination, supervising inspectors' daily operations, enforcing QA/QC and safety compliance, preparing monthly
progress report, checking progress claim and doing office engineering works. Heng was promoted to the position of
Project Manager in 2004 overseeing a new residential land development project. Heng was employed by LAN
Engineering in Oct, 2008 and is currently working under Edward Ng as Civil Engineer.
Relevant Project Experience:
. State Street Extension & Improvements, San Bernardino, CA
. Perris Blvd Improvement, Moreno Valley, CA
. Ironwood Avenue + Heacock Street + Perris Street Improvement, Moreno Valley, CA
. Indian Detention Basin, Moreno Valley, CA
. 1-215 I SR-60 East Junction EW HOV Connectors, RCTC, Riverside County, CA
. 1-215 I Baton Interchange, San Bernardino County, CA
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2010-40
Nicolas Borrayo
Civil + Roadway (AssIstant Engineer)
Education:
Years of Experience:
BS, Civil Engineering
2
rT.'I"'TI Design Engineer: Slate Street Extension & Improvements, San Bernardino, CA. Nicolas generated
~ preliminary aligrnnents for different alternatives
Design Engineer: Highway 111, Indlo, CA. Nicolas finalizes signing and striping plans, typical sections, and assist
with revisions of plan sheets
Design Engineer: Auto Center Dr, Corona, CA. Nicolas was responsible for setting up layout, signing, striping, profile,
typical sections, drainage plan & profile, and demolition sheets
Assistant Engineer: 1-215/SR60 East Junction, Riverside County, CA. Nicolas assisted with drainage plans, and
worked on stage construction, traffic handling, and corresponding quantities
Design Engineer: Perrls Blvd, Moreno Valley, CA. Nicolas was responsible far setting up plan and profile, signing and
striping, typical section, cross sections, details, and the respective quantities. Also worked on engineer's estimates.
Design Engineer: SR79/ Lamb Canyon, Beaumont, CA
Nicolas generated preliminary exhibits for different alternatives
Design Engineer: SR:12/Church Rd, Rio Vista, CA
Nicolas generated preliminary aligrnnents for different alternatives
NellY La, EIT
WBterQuallty/ SWPPP ~ EngIneer)l
Education:
Professional Registration:
Years of Experience:
BS, Civil Engineering
EIT
3
rT.'I"'TI Design Engineer: Ironwood Avenue, City of Moreno Valley, Moreno Valley, CA
~ Nelly designed storm drain systems; designed street horizontal and vertical alignments; and prepared plan and
profile sheets.
Design Engineer: Iowa Avenue, City of Riverside, Riverside, CA
Nelly conducted hydrology and hydraulic analyses of existing and proposed conditions; designed storm drain systems to
perpetuate existing drainage patterns; and prepared storm drain plan and profile sheets.
Design Engineer: Auto Center Drive, Corona, CA
Nelly conducted hydrology and hydraulic analyses of existing and proposed conditions; designed storm drain systems to
perpetuate existing drainage paltems; and prepared storm drain plan and profile sheets.
Design Engineer: SR-91 HOV Lane Addition/Freeway Widening, Caltrans District 8, San Bernardino, CA
Nelly conducted hydrology analysis for proposed project site; and designed drainage systems to perpetuate existing
drainage pattern
Design Engineer: Avenue 66
Nelly prepared preliminary roadway altematives for grade separation
21
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2010-40
Mahmoud Khoclr, TE
Signals (Sr. Project En"neer)
Education:
Professional Registration:
Years of Experience:
BS, Civil Engineering
Traffic EngineerlCalifomia, TR-2065; Civil Engineer/Florida/59018
25 years
m-" Mahmoud Khodr has more than 25 years of extensive experience in wide variety of civil engineering and
~ roadway design projects, including stage construction, traffic detouring and signing Istriping, traffic signal
and street lighting projects and traffic impact and circulation studies. He managed several design projects in the Inland
Empire" Riverside and Los Angeles Counties. Before joining LAN Engineering; Mahmoud has managed several
PS&E projects and was responsible for civil engineering design projects including bridges and buildings in the City of
New York. He was responsible for cost estimates and Construction Inspection and Supervision, Construction
Management activities for several projects in southern Florida and New York areas. Mahmoud has over 7 years of
Public Works work experience through his employment with the City of Las Angeles, Department of Transportation
(LADOT) and Broward County, Traffic Engineering Division (BCTED) in Florida.
Project Manager: Old Waterman Canyon Bridge, San Bernardino, CA
Mahmoud was responsible for the PS&E for the replacement bridge and roadway including roadway design, channel
grading and restoration, signing and striping stage construction. He is also preparing construction documents and
coordinating the design work and environmental documents with the city the staff.
Project Manager: Pepper-Unden Drive, San Bernardino, CA
Mahmoud was responsible for the PS&E for the new roadway section of four lanes divided Arterial Street including
roadway design, traffic signal design, signing and striping. He also prepared construction documents and coordinated
with the city staff during the design period.
Deputy Project Manager: Highway 111 WidenIng Project, lndlo, CA
Mahmoud is responsible for the PS&E for the widening ofHwy I ll,from four to six lanes divided Major Arterial Street
in the City of lndio including roadway design, traffic signals design, signing and striping, landscaping, drainage, water
line, utilities upgrades and bridge widening. The project also includes two-miles of pavement rehabilitation along Hwy
III in the City of lndio. He is also preparing construction documents and coordinating with the city and other agencies
staff during the design period.
Project Manager: 25th Street West, Palmdale, CA
Mahmoud is responsible for the PS&E for the new roadway section of four lanes Street including roadway design,
signing and striping. He is also preparing project construction documents and coordinating the design work with the city
staff.
Deputy Project Manager: Rancho Vista (Avenue Pl, Palmdale, CA
Mahmoud was responsible for the PS&E for the widening of Rancho Vista Blvd, six lanes divided Major Arterial Street
in the City of Palmdale including roadway design, traffic signals design, signing and striping and RR an-grade crossing.
He is also preparing construction documents and coordinating with the city and other agencies staff during the design
pcriod.
Project Engineer: Avenue 48 Extension, Adams Street, Miles Avenue and Washington Avenue WIdening Project,
La Qulnta, CA
PS&E including roadway design, drainage, channel crossing, traffic signals, signing and striping, construction staging
and utility coordination.
Project Manager: Hili Street Transit Avenlda, Los Angeles, CA
Traffic analysis and preparation of traffic and pedestrian signal plans far 21 locations along Hill Street, downtown Los
Angeles. The work included signing and striping plans, median islands and overhead signs for the conversion the street
from one-way to two-way operation. Coordinated with LADOT Design and A TSAC Sections, Street Services, Signal
Construction and Burea of Street Lighting at the City of Los Angeles.
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2010-40
Nadia D' Parashl-ngo, PE
!
Drainage (Project engineer) 1
Education:
BS, Civil Engineering + MS. Civil Engineering
Civil EngineerlCalifornia, C-5l422
30 years
Professional Registration:
Years of Experience:
[!ill
Mebane Rancho, County of Kern. Feasibility studies for transportation, environmental/wetlands, grading,
water, sewer and drainage plans.
Rancho Santa Fe Springs, County of San Diego. Grading, storm water pollution prevention, hydrology and hydraulics.
street design, storm drain and sewer system plans.
Westcreek - Tract 52455, County of Los Angeles. Water quality analysis, debris and detention basins, hydrology and
hydraulics, street design, storm drains, sewer and water system plans,
Beverly Park Estates - Tract 38057 & 33186, City of Los Angeles. Hydrology and hydraulics, street design, storm
drains and sewer system plans.
Mulholland Estates - Tract 26135, City of Los Angeles. Hydrology and hydraulics, storm drain, retaining wall
profiles, street design, sewer and water plans.
Commerce Center II - Tract 49257, 49258 & 49259, City of Santa Fe Springs. Hydrology calculations, grading
plans and detention areas, street plans, storm drain and sewer plans.
NIaaHestet.
/1 1
Caltra/ll Coordln~t1on (Project engineer) 1
Education:
Years of Experience:
BS, Civil Engineering
8
~ Assistant Project Manager: Caltrans District 8 .On-Call" Project Management, (Project No. 08A:U51)
~ San Bernardino, CA
Nisa assisted the Project Manager with daily aspects of the project such as monitoring hours charged to the project by
Caltrans Staff, monitoring Contractor expenditures, conducted project status meetings and monitored the resulting action
items, conducted negotiations for cooperative agreements, updated project schedule and adjunct reports for headquarters,
and attended community functions to inform public of projects (active and pending).
Other Project Experience:
. Perris Blvd Widening, Moreno Valley, CA
. I-15/Arrow Route, Rancho Cucamonga, CA
. State Street Extension & Improvements, San Bernardino, CA
. I-215/SR60 EastJunction, Riverside County, CA.
. Devore, San Bernardino County, CA
23
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2010-40
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Allele Colburn
Caltrall8 Coordination (Project Enlllneer)
Education:
BA, Environmental Studies, Cal State San Bernardino
Years of Experience:
7
~ Alicia Colburn is experienced in environmental analysis (CEQA and NEPA) for a wide range of public
agency and Caltrans projects. She has prepared, reviewed, and signed environmental documents (CE/CE,
ND/FONSI, EIR/EIS). Prior to her hire as Environmental Manager, she was the Senior Environmental Planner of the
Caltrans District 8 Environmental Local Assistance Group. While at Caltrans, she ensured that transportation projects
were carried out in accordance with CEQA, NEP A and other environmental laws, regulations, and processes. She
coordinated all internaVexternal reviews, collected, analyzed, and interpreted technical information for inclusion in
environmental documents. Specific training that she received while at Caltrans includes, but not limited to: NEP A
Delegation Workshop, Federal-Aid Series Overview, Environmental Analysis Intensive, and CEQA - Step by Step.
Environmental Manager: Mount Vernon Avenue Bridge Replacement, San Bernardino, CA
Alicia is responsible far the management of environmental sub consultants. Specifically, ensuring that environmental
documents are completed on time and provides a quality controVquality assurance prior to submittal to Caltrans. The
project is currently in environmental review. Alicia also aided in the preparation of the Request for Authorization far
Preliminary Engineering with Caltrans District 8 Local Assistance.
Environmental Manager: Auto Center Drive Grade Separation, Corona, CA
Alicia is responsible for the management of environmental sub consultants. Specifically, ensuring that environmental
documents are completed on time and provides a quality controVquality assurance prior to submittal to Caltrans.
Environmental Manager: Boulder Avenue Bridge Replacement, Highland, CA
Alicia is responsible for the management of environmental sub consultants. Specifically, ensuring that environmental
documents are completed on time and provides a quality controVquality assurance prior to submittal to Caltrans.
Lead Environmental Planner (Caltrans): Peyton Drive Widening Project, City of Chino Hills, CA
Alicia provided oversight as the Lead Environmental Planner at Caltrans. The environmental document consisted of an
Environmental Assessment (EA) with a Section 4(1) De Mimimus evaluation and also included various technical
studies. Prior to departure, Alicia was the Caltrans signatory to the Draft Environmental Assessment that was circulated
for public review.
Lead Environmental Planner (Caltrans): Van Buren Bridge Replacement, County of Riverside, CA
Alicia provided oversight as the Lead Environmental Planner at Caltrans. Alicia aided in the delivery of the Draft
Environmental Assessment, which included various technical studies. In addition, Alicia aided in the delivery of the
Biological Opinion and the Multiple Species Habitat Conservation Plan Consistency Finding. Lastly, as Senior
Environmental Planner, Ms. Colburn aided in the delivery of the Finding of No Significant Impact (FONSI) that was
issued by the Federal Highway Administration.
Lead Environmental Planner (Caltrans): Clinton Keith Interchange Reconstruction, Murrieta, CA
Alicia provided oversight as the Lead Environmental Planner at Caltrans. Alicia coordinated reviews of the technical
studies necessary for the Environmental Document.
Lead Environmental Planner (Caltrans): Gene Autry Trail Bridge Replacement over UPRR, Palm Springs, CA
Alicia provided oversight as the Lead Environmental Planner at Caltrans. Alicia coordinated reviews of the technical
studies necessary for the Categorical Exclusion. In addition, Ms. Colburn was signatory to the Categorical Exclusion
and aided in the delivery of the signature from the Federal Highway Administration.
24
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2010-40
Brian Calvert
I
EnvIronmental/Permits (Project Director) I
1
Education:
BA, Geography and Regional Science, The George Washington University,
Washington, D.C., 1993
Master of Environmental Planning, Arizona State University, Arizona, 2000
Years of Experience: 13
ICFJones& Brian Calvert has 13 years of experience managing the planning and environmental work associated
Stokes with a number of projects. He has prepared environmental documents and reports to meet federal
~..---. (NEP A) and state (CEQA) regulations, which requires the interpretation and analysis of environmental,
social, and cultural data, and the presentation of this information in a clear and concise manner that conforms to
established regulations and legislation.
Project Manager. Cypress Avenue Overcrosslng Project IS/EA and ND/FONSI, City of Fontana, CA
The City of Fontana, in cooperation with the County of San Bernardino and Caltrans, is proposing to construct a new
Cypress Avenue Overcrossing. The project consists ofa new four-lane grade separation on Cypress Avenue across 1-10.
The new overcrossing would extend approximately 0.8 kilometers (0.5 miles) from Valley Boulevard on the north to
Slover A venue on the south. ICF Jones & Stokes is preparing the IS/EA (leading to an ND/FONSI) and supporting
technical studies including a draft relocation impact report, historic property survey report, NES, noise report, visual
impact assessment report, water quality report, and community impact assessment. For this project the City and ICF
Jones & Stokes have forged an agreement with Caltrans to use a workshop format far revising the technical studies and
environmental document. The team goes through each reporVdocument and makes all of the necessary revisions as a
group during the workshop. This process reduces the review/revision cycle significantly as all revisions are made to the
satisfaction of each reviewer in real time, eliminating several months of review and revision time compared to the
standard way of processing environmental documents through Caltrans, and this also eliminates the potential for
misunderstandings.
Project Manager: 1-15 Duncan Canyon Interchange Project Study Report /Prellminary Environmental Assessment
Report, City of Fontana, CA
ICF Jones & Stokes is assisting the City of Fontana with the preparation of a Preliminary Environmental Assessment
Report for the I-15/Duncan Canyon Interchange PSR. The proposed project would reconstruct an existing overcrossing
ofthe I-IS freeway in the northern part of the City of Fontana as a full-service interchange.
Project Manager and Project Director: 1-15 from 1-215 to the San Bernardino County line IS/EA/MND/FONSI (1-15
Corridor Improvement Project)
ICF Jones & Stokes is preparing the environmental document for this project which covers a distance of approximately
43.5 miles, involves improvements and/or widening of 47 bridges and highway crossings and directly involves the cities
of Murrieta, Lake Elsinore, Corona, Norco, along with the County of Riverside communities of Wildomar, Sedco Hills,
Alberhill, Glen Ivy Hot Springs, EI Cerrito, Mira Lorna.
Environmental Project Manager: l-10/Date Palm Drive, Riverside County, CA
This project involves the preparation of an IS/EA, to be followed by an ND/FONSI, for reconstruction of the 1-10 - Date
Palm Drive interchange. Brian is completing the cnvironmental documentation.
Project Manager and Project Director: 1-215 Median Lanes Widening, Murrieta Hot Springs Road to Scott Road
Caltrans in coordination with RCTC proposes to widen 1-215 from Murrieta Hot Springs Road to Scott Road in
Riverside County, California. For the proposed project, the existing facility would be widened from two to three lanes
in both the northbound and southbound directions by adding a third mixed flow lane within the median, as well as
overlaying the remainder of the existing facility with asphalt concrete pavement within the project limits. The total
length of 1-215 between the project post mile limits is approximately 7.8 miles. For this project ICF Jones & Stokes is
preparing the necessary technical studies and environmental documentation for compliance with NEP A and CEQA,
along with relevant Caltrans requirements.
25
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2010-40
0'
Denwun Un, PI, TE
Electrical / Ughtlng ( Sr. Project Manager)
Education:
Master of Architecture, UCLA, 1987
BS, Civil Engineering, NTU, Taiwan, 1978
Civil EngineerlCalifornia, C 46719
Traffic EngineerlCalifornia, TR2117
Professional Registration:
Years of Experience:
28
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DenWUII Lin has over 28 years of experience in traffic signal, lighting, power design, traffic
engineering, transportation study, and traffic handling designs.
r'wlk eN/I. F.1~"lcnJ Co"'~/t1~fl /0:..,_"
Lighting and Power Design: Managed and designed various lighting and power designs for freeways, streets, tunnels,
underpasses, bridges, parking lots, park and ride facilities, community and regional parks, sport fields, transportation
management centers, bus stations, regional transit hubs, and Metrolink stations. Representative projects include:
.
University Grade Separation for SANBAG, City and County of San Bernardino
Monte Vista Grade Separation for SANBAG and City of Montclair
Village "L" Lighting Study and Design, City of Big Bear Lake
Commerce Center Bridge Lighting for Newhall Ranch
Highland and Baseline Bridge Lighting Design for the City of Highland.
Metrolink Station Rehabilitation at five stations for RCTC
Montebellol Commerce Regional Transit Center for SCRRA
Anaheim Amtrak! Metrolink Station Electrical Design for SCRRA
CaI. State Los Angeles University Metrolink Station for SCRRA
Dario Vasquez Park Drainage, Lighting, and Power Design Project, Riverside
San Fernanda Cesar Chavez Memorial Park Lighting Design
26'h Street Extension Project, City of Vernon
1-151 Duncan Canyon Interchange, City of Fontana
I-IS/ Foothill Blvd, Rancho Cucamonga
SR-60 HOV project for RCTC
SR -79 for RCTC and Caltrans District 8
.
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Traffic and ElectrIcal Engineering: Managed and/or designed various project involved traffic signal, signal
interconnect, signal communications, ramp meters, freeway surveillance, fiber optic communication, CCTV, CMS,
ramp metering in the Southern California area. Representative projects include:
.
On-Call Electrical Engineering, Caltrans District 8
District-wide Fiber Optic System Documentation for Caltrans District 8
Route 210 ITS design, Segment 2, 4, and 7 for SANBAG
1-10 I Riverside Avenue Interchange Improvement Project, City of Rialto
1-151 Lenwood Road Interchange lmprovement Project, City of Barstow.
1-151 Mojave Drive Interchange Improvement Project, City ofVictorville
SR-41 Improvement Hanford to Annona, City ofLemoore
SR-60 Widening Plan Review, Moreno Valley
SR-74 Widening, I-IS to Seventh Street, Lake Elsinore and Penis, RCTC
SR-79 Widening for RCTC..
SR-91/57 HOV project for OCT A.
SR-91/ Main Street, City of Corona.
SR-91 HOV Harbor Boulevard to 1-5, OCTA.
.
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.
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2010-40
.
Randy Mayer, PLS
Surveys (Ucensed Land Surveyor)
Professional Registration:
Years of Experience:
California Licensed Land Surveyor, No. 7024, February 1994
24
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,
Randy Mayer is the President of Mayer Surveying, Inc. and will be responsible for all survey
services provided, Randy is a California Professional Land Surveyor (PLS 7024) and has
over 24 years of experience in the surveying field, His breadth and depth of expertise has
been developed over 17 years with the California Department of Transportation (Caltrans) and 7 years in the private
sector. Mr. Mayer's background in Project Management provides him with a clear understanding of the capital project
delivery process from project initiation through completion of construction.
Owner, March 2007 to Current Date - Mayer Surveying, Inc, Yucaipa Callfomla
. Manage all aspects of small business
. Property, Topographic, Mapping and Construction Surveys
. Legal Documents
. Technical Consultant
Senior Survey Manager, January 2006 to March 2007 - Associated Engineers, Ontarlo California
. Manage project workload and schedules
. Technical advisor on survey procedures and equipment application.
. Directed staff in map and document preparation conforming to agency standards
. Client Management
Survey Manager, July 2003 to January 2006 - Yeager Skanska Construction, Riverside, California
. Provided QNQC surveys and reports on various projects,
. Responsible for implementing GPS survey procedures for field personnel and heavy equipment.
. Provided mapping surveys for project quantities and material plants.
. Developed 3D models of projects that were utilized by GPS equipment
Project Manager, September 2002 to July 2003 - AEI-CASC Engineering, Colton, California
. Managed projects related to land development
Principal Surveyor, September 2001 to September 2002 - Smith Surveying Co., Big Bear City, California
. Managed project workload, preparation of proposals and set field crew schedules for boundary, mapping and
construction surveys.
. Client management
Senior Land Surveyor - Project Manager,1/00 to 9/01 - Caltrans District 8
Chief Land Surveyor - Project Manager, 6/98 to 1/00 - Caltrans Dlstrtct 8
. Monitored project schedules, workplans and resource needs
. Liaison with local agencies and consultants
. Participated on statewide Project Management Implementation Teams
. Coordinated fieldwork for 12 survey field crews and office personnel.
Land Surveyor Supervisor - Crew Chief/Survey Analyst, 2/94 to 6/98 - Caltrans District 8
. Supervised a four-man field crew in the performance of control, landnet, design and construction surveys.
. Responsible for accUTl!cy, reduction, and delivery of field data and record documents
. Utilized conventional and state of the art equipment applying associated methods
27
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2010-40
.
Section 4: Quality Control! Management Approach
In this section of our submittal, we intend to highlight how LAN typically manages a project. It goes without
saying that effective management is key to a project's success, leading to client satisfaction. As stated earlier,
over 85% of our work is repeat client/projects. THIS IS ACHIEVED THROUGH OUR COMMITMENT TO
PROVIDING HIGH QUALITY SERVICE TO OUR CLlENTSI
IntroductIon
Schedule and budget are the two dearest concerns to any public works client; and certainly we assume the City
of San Bernardino shares similar concerns. LAN brings to the City a commendable track record of positive
accomplishment in both areas. We know all too well that a client's schedule is critically important.
Consequently, we must:
. Be able to "hit the ground running" and maintain schedule throughout the design. In order to do this,
we will:
MINIMIZE fragmentation as well as individual exterior responsibilities. LAN will undertake the
majority of the design in-house. Only certain specialties will be subcontracted.
Commit senior staff who do not need any "learning curves" or "on the Job training". As a team
we have committed such staff.
Commit a core leadership who KNOW EACH OTHER. The LAN leaders committed far the key
components of the project have all worked together on many of our projects.
Be the singular source of contact so there is no divided responsibility or fragmentation. LAN has
done so by proposing as the Prime Consultant. In addition, our proposed project manager will
have the authority to render decisions on behalf of the entire team.
. Have a track record of budget/schedule control and strict adherence to QAlQC. We are proud to say
that we have such a track record. Our pride is best exemplified by the fact that over 85% of our
projects are repeat clientele/projects. WE MUST BE DOING SOMETHING RIGHT.
. Have a track record of effectively coordinating with "tough customers" like railroads, utilities,
regulatory, oversight and permitting agencies; and receiving expeditious approvals. LAN has that
record.
· Have a good track record in communication, responsiveness, and cooperation. LAN has such a record
and will certainly repeat itself on this project. LAN and the City have developed an excellent working
relationship over the years and we are committed to maintaining our high level of service and
attention to the City of San Bernardino.
. Have a track record of delivering the committed leadership and key staff and having them stay
through the project. LAN's company policy is 'what our clients see Is what they get."
Management and Control of the Work
As always, at the end of the day, it falls on the shoulders of the proposed Project Manager to successfully
"deliver." How Edward Ng, PE will effectively manage and control the work is tabularly summarized in
Figure 5-1. He will also strictly follow the QAlQC and document review procedures established at LAN. A
discussion of these follows:
28
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2010-40
Section 4: Quality Controf / Management Approach:
Quality Assurance / Quality Control
LAN has long recognized the importance of Quality Management and
Quality Control and its direct relationship to the success' of any
project. LAN's Quality Management Program begins at the project
identification phase by identifying the 'right people for the right
Job', i.e., only personnel with relevant qualifications and experience
will be proposed for an assigrunent. It has been a standard policy at
LAN to develop a quality control work plan for every project
undertaken by the firm. Accordingly, prior to submitting our
proposal, we will prepare a quality control proposal work plan
internally to evaluate not only the production team, but also the
QA/QC team's qualifications.
01' Identify the key players that will be Involved In the project.
01' DescrIbe the various elements of works; Identify major tasks and due dates.
01' Outline the design standards and manuals to be followed.
01' Establish checking and review procedures.
01' Define the procedures for filing all project correspondence based on LAN's Uniform Filing System.
01' Identify project review team assignments and responsibilities.
01' Describe CADD procedures and formats and electronic submittal procedures of the final PS&E.
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In the production phase of a project, the following is a schematic workflow
diagram that illustrates the internal checking procedures that currently are
being utilized by LAN engineers.
Planning: Our Quality Management Plan sets out basic project QC/QA
guidelines.
Checking: All final design documents prepared by the LAN team will be
checked in detail prior to formal submittal. While design personnel self-check
their own work, QC/QA procedures require a second, independent check of all
drawings, engineering calculations, computer files, CADO files, quantity
computations, estimates, and reports. At various milestones throughout the
development of the project plans, our team will be performing an independent
check on completed aspects of the design. The final design will typically be
checked after the 65% submittal and completed in time far the 95% submittal.
Any minor change between the 95% and 100% submittal will be subject to
independent checking as well.
Review: Coordination between disciplines is a key facet of the review process.
The designers and the Project Manager will circulate review plans internally at
predetermined intervals to maintain uniformity in plan preparation and ensure
full coordination of design interfaces.
Project Management Review: When design strategies, conceptual, and
preliminary design documents are ready for formal review submissions, a
complete set of documents will be assembled for review by the Project
Manager and senior technical personnel. This review will ensure that the
documents are consistent with good engineering practice and the standards of
our clients.
29
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2010-40
Section 4: Quality Control/Management Approach,
Figure 4-1: Management and Control of the Work
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; Section 4: Quality Control I Management Approach
Constructablllty Review
LAN prides itself on providing a quality product, and providing a stringent quality control and quality
assurance program. The importance of quality to us is reflected in the fact that we depend on repeat business
and strive to make client satisfaction a preeminent priority. In fact, the majority of our workload comes from
our existing clients, and this can only be achieved by consistently providing our clients with the highest quality
of work. LAN has an unwritten policy, which evolved from our owners, and that policy is simply once we get
a client, we will do anything necessary to satisfy our client, and to make the project a success.
One of the ways LAN ensures the production of a quality product is by performing constructability reviews. A
"clean set of construction documents" - meaning a plan set that is complete and has no design holes, is
essential in order to minimize construction change orders, and to control construction costs. LAN draws on Its
vast construction management resources to provide thorough and expedient constructability reviews during
the development of the design. These reviews focus on ease of construction, consistency of the construction
documents, and the anticipation of potential contract change orders. LAN will provide these constructability
reviews prior to each, and every, submittal.
We also have an internal policy of a low tolerance for errors and omissions, as we well know that errors and
omissions translate into project delays, not only during the design phase, but during the construction phase as
well. Low quality work also translates into construction cost escalation due to excessive change order requests
made by contractors. In order for the LAN team to provide a client with a clean set of construction documents,
we put into action a process that consists of:
v' Integrate our QJ\lQC plan with constructeblllty review plan - LAN's QNQC plan has been
successfully implemented on many of our projects. The plan will be customized to ensure that it meets
the needs unique to this Project, and all of the project components will be taken into consideration. All
of our work will be checked for accuracy and design standards compliance.
v' Dedicate a single qualified Individual to conduct the implementation, monitoring and execution of the
QNQC plan. Edward Ng, PE, has a proven track record and years of experience working an complex
multi-discipline projects as well as an intimate familiarity with project development procedures.
v' Constructeblllty Reviews - We truly believe in the value of constructability reviews. LAN will
document the review comments and responses using the constructability review form to ensure the
completeness of a review process.
Ability To Meet Schedule Deadlines
Proactive project controls that closely monitor the progress of each work element in terms of budget and
schedule are essential. LAN will use a three-step process to monitor and control the work performed by our
own work forces and any required subconsultants. Through this process, our Project Manager has the ability
to provide timely, accurate and relevant information to THE CITY in a monthly progress report. The three-
step process is as follows:
· Step One - Develop and Appropriate Work Plan and Manageable Work Elements. The first step will
be to develop an appropriate work plan and manageable work elements (MWE). The work plan will
be a tool with which the progress of the work is implemented, monitored and reported. Each MWE
will be budgeted with its required manpower, costs, and overall effort for the project will be estimated.
A project schedule will then be developed. The work plan will be finalized during contract
negotiations.
31
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2010-40
.
Section 4: Quality Control/Management Approactr
. Step Two - Monitor Work Progress. The second step is to monitor the progress of the work and
determine whether the project is progressing in accordance with the work plan, as measured in terms
of time and cost. Key components in this step are the. identification of actual time and costs accrued
on each work item performed by LAN, any subconsultants, and the accurate reporting of the progress
of each. .
. Step Three - Identify Variances in Work Progress and Take Corrective Action. The third step in our
project control system is identification of the cause of any variance in the progress of the work, and
establishment of the appropriate corrective action plan, and incorporation of mitigation measures.
Plan Reviews and Comment Response Procedures
LAN employs a fairly simple, but effective, way to document plan review and comment responses. This is
illustrated by the following example: Once we receive all the comments from the previous Submittal, we will
produce a Comment/Response Matrix, and this matrix will list the commenter, the comment, and the response
to comment for each comment received. This matrix will then be submitted back to the commenting agencies
along with the next submittal. In the event there are comments, which need further clarification or discussion,
LAN will request a meeting to resolve each of these types of comments.
Knowledge of State and Local Procedures
As was stated earlier, virtually all of LAN's work is in the public sector. Figure 4-2 illustrates the broad range
of clientele we serve and/or coordinate with as the case may be. As such, we have full and more important
always up to date knowledge of the full spectrum of state and local procedures and requirements. On
transportation projects we have performed projects in every step of the Caltrans Project Development Process;
namely PSR, PAlED, PSE, and Construction Support. We are very familiar with the HBR process and
procedures. We constantly interface/coordinate with environmentallregulatory/permitting agencies. We have
a track record of doing things right the first time and obtaining expeditious approvals.
Figure 4-2: LAN Project Environment Clientele/Coordination
FHWA
ReUroada
Army COE
Caltrans Dlstrlcts
UtIlities
PubllclPrlva.
Regional Transportation
Aganciea
Envllonrnental'
Agencles
MaDure Program.
Funding Agenclel
RagulatorylPermittlng
Agencla, .
County Govemment
Departmenll
City AQencle.
Flood Control Dletrtcts
32
2010-40
A:-coM
AECOM
1887 Business Center
Drive, #6
San Bernardino, CA 92408
www.aecom.com
9098900477 tel
909 890 0467 fax
~
Attachment "B"
Novem ber 30, 2009
Mr. Michael Grubbs, P.E.
City of San Bernardino
300 North "D" Street
San Bernardino, CA 92418
grubbs_mi@sbcity.org
Dear Mr. Grubbs,
Subiect: Suoolemental Prooosal for Design of Bridge Repair at 2". Street and Warm Creek (SS08-
W
We are pleased to present this Proposal in response to the Request for Supplemental Proposal for
Design of Bridge Repair at 2"' Street and Warm Creek. We are especially pleased at this opportunity as it
represents a continuation of services previously performed for the City by AECOM/LAN Engineering. We
are eager to bring the benefits of this prior experience to the City to assist the City in moving this project
to the next level and have the project constructed for the benefit and safety of the public.
In our evaluation of the project scope, we have developed two scope options to cover a full range of
possible solutions to providing a permanent, safe and cost-effective facility at 2"' Street and Warm
Creek. Our first option will be to evaluate the bridge structure for rehabilitation or repair strategies to
make the bridge safe. In the event that a rehabilitation or repair option is not viable, then we have
developed a second option to replace the existing bridge. A replacement facility can be relatively cost-
effective since the historical drainage tributary area has been reduced with diversion of much of the
flaws to the concrete-lined Twin Creek/Warm Creek Channel east of Waterman. A replacement facility
would only have the pas the flows from the current truncate tributary area. We have include costs
proposal for the two options. Providing this will allow the project to move forward with less delay,
should the rehabilitation/repair option not be feasible.
As you are aware, LAN Engineering and AECOM have merged and we now operate under the AECOM
banner. However, we are maintaining original commitments to the City by assigning staff from the "LAN
Engineering" group. While we may make use of additional resources available through the merger, we
commit that the key individuals will be as per our original proposal to the City under LAN Engineering.
On behalf of AECOM, I am proud to presentthis team of firms and staff to the City of San Bernardino. We
recognize the importance of the City's undertaking and want to make sure "it happens" successfully.
Serving clientele in both San Bernardino and Riverside Counties, in bath design and CM has been our
distinct pleasure, and we look forward to a productive working relationship with the City and successful
construction of this project.
Very truly yours,
~\..~
Edward Ng, P.E.
Project Manager
2010-40
II
.
Design of Bridge Repair at 2nd 8treet and Warm Creek (8808-20)
The AECOM team will provide professional and technical engineering and permitting services to
prepare preliminary engineering Plans, Specifications and Estimates (PS&E) for the 2'd Street Bridge
Rehabilitation Project as described below. All construction documents will be developed to comply
with the requirements specified in the American Recovery 'and Reinvestment Act (ARRA). In addition,
AECOM will aid the City of San Bernardino (City) during the bidding phase and will provide construction
support services during the final phase of the project.
Project Understanding
Project Purpose, Location and Description
The purpose of the proposed project is to restore the
structural integrity of this existing bridge to its original
condition. The immediate objective of the project is the
successful rehabilitation of the 2'd Street Bridge for the City
of San Bernardino with a minimum of disruption to vehicular
and pedestrian traffic, and with few or no construction
claims. In addition, strategies are identified for providing a
longer term solution for preserving/protecting the existing
bridge structure and replacing the existing bridge, consistent with
estimated remaining life of the structure.
2nd Street Bridge over Warm Creek
The 2nd Street Bridge (Bridge No. 54C-0411) carries four lanes of traffic on 2nd Street over the Historic
Warm Creek between Arrowhead Avenue and Mt. View Avenue. The structure, originally constructed in
1952, and widened in 1965, is a two span, rolled steel girder bridge that is approximately 52 feet long,
64 feet wide and is supported by timber pile abutments and bent. All foundations were constructed
with timber piles and steel pile caps consisting of three steel angle sections bolted to the tops of the
timber piles.
Existing Conditions
The original bridge design details dated 1952 indicate that the bridge was designed to support H20-44
live loading. No indication is given regarding seismic loading that may have been considered. The
existing timber pile bents supporting the 2'd Street bridge have been exposed to fire and decay aver
time. At least one of the piles has decayed completely away at the ground surface of the creek bed.
Other piles and timber sway braces have been damaged by fire and may need to be replaced in order to
ensure the continued support of the
bridge. The structure is listed by Caltrans
as being Structurally Deficient. The
bridge has been inspected by Caltrans .-
and is considered to be "serviceable," as
it does not exhibit overt signs of distress.
The sufficiency rating for the bridge is
listed as 64.1 by Caltrans Structure
Maintenance and Investigations. The
MDT is estimated to be 20,000 vehicles per day and the bypass length is listed as 1.2 miles.
Proposed Repair/Rehabilitation
This approach is intended to identify the minimum work needed to restore/protect the bridge's
structural integrity. The scope of work is limited to identifying timber piles, sway bracing and other
structural elements that exhibit overt damage/decay, and replacing those elements with new
Supplemental Proposal for design of Bridge Repair at ?i Street and Warm Creek (5508-20)
,
2010-40
......,.
-
!II .
materials. Current design standards will apply only to the repair details. Evaluation of the bridge
structure under current design standards will not be performed.
Identification of Elements: Includes the performance of a review of existing inspection noted and a
detailed bridge inspection to identify those bridge elements that are damaged or decayed and are not
performing their intended functions. One of the timber piles at bent 2 has decayed and is no longer
performing its function to support the bridge superstructure. Other piles exhibit fire damage, and will
need to be inspected closely to determine if the piles have lost significant portions of their structural
capacity. Timber sway bracing and connections between piles and bracing and between piles and steel
cap beams will also be inspected to identify elements that are damaged, missing or ineffective.
Development of Repair Strategy: Under this task, strategies to repair/replace portions of the existing
bridge will be developed. Specifically, the repair/replacement of timber piles and/or portions of timber
piles will be developed for all timber piles that are identified as having lost their structural integrity.
Timber Pile Re air/Re lacement:
The restoration oftimber pile continuity is a known requirement, and can be
approached in a couple of different ways. The easiest, least costly, and
least disruptive to vehicular and pedestrian traffic is to replace only the
damaged portions of existing timber piles, utilizing the remaining sound
portions of the piles for foundation support. Original bridge details indicate
that the existing timber piles are approximately 30 feet in length.
Measurements at the site indicate that the pile length exposed above the
invert of Warm Creek is approximately 10'-6". Therefore, the existing
timber piles are embedded approximately 19'-6" below the invert of Warm
Creek. Strategies for timber pile repair include the following:
Splice with Remaining Portion of Existing Timber Pile: The original
construction plans indicate that the timber piles are approximately 30 feet
in length. Since the existing vertical
clearance between the soffit of the bridge and the invert of Warm
Creek is approximately 10'-6", approximately 19'-6" of the original
timber piles exist below the invert. The strategy would be to remove
the portion of the timber pile that extends above the invert and splice
in a new replacement column element with the portion of the timber
pile that remains below the creek bed.
Decayed Timber Pile
Remove Existing Timber Pile - Timber piles are connected to the cap
beam by bolted connections, and are also connected to sway bracing
with bolted connections. All of these connections may be removed
using hand tools. Light equipment will be needed to support and
remove the 10.5 foot long section of the pile above the creek invert. It
is likelythatthe portions of the piles below the invert remain in goad
condition. If this is the case, shallow excavations will be enough to
expose the tops of the piles, which can then be trimmed to form a
square end of sound timber, ready to splice on a new column
extension.
Splice Timber Column Extension - Column extensions can be constructed
of timber. A new timber column extension can be spliced on top of the
remaining portion of the-original timber pile using a steel sleeve. Through
bolts can be installed to transfer tensile forces, while compressive forces
are transferred through bearing on a steel plate welded inside of the sleeve.
The sleeve itself would be bolted tightly around both the timber pile and
Supplemental Proposal for design of Bridge Repair at?d Street and Warm Creek (8808-20)
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2010-40
-
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column sections, preventing them from separating, and designed to transfer shear and flexural forces.
Shims could be used to develop a firm connection between the cap beam and the timber column
extension.
Spliced Steel Column Extension - This same strategy could be used with a
steel column extension. In this case, the column extension would be
fabricated from a steel pipe section. A steel sleeve would be used to
connect to the remaining portion of the existing timber pile below the creek
invert. Through bolts would be used to transfer tensile forces. A threaded
steel collar could be incorporated in the column extension to allow for
adjustments in the length of the column section. In this way, the
replacement column can be adjusted to ensure that dead load and live load
from the bridge superstructure are carried by the replacement column. This
arrangement makes it easier to ensure that the replacement column shares
the structure loads with the remaining supports in the pile bent. Special
coating specifications would be used to protect the column extension from corrosion and ensure a long
service life.
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Spliced Concrete Column Extension - A spliced column extension could
also be constructed of concrete. A shear connector ring could be designed
to transfer shear forces between the concrete column and the timber pile. A
threaded anchor could be installed to transfer tensile forces between the
sections. Compressive forces would be transferred through bearing
between the timber pile and the concrete column extension. A steel bracket
would be designed to fit the existing steel cap beam. Anchor bolts between
the concrete column extension and the steel bracket would be designed
with leveling nuts that could be used to make adjustments to the length of
the column extension, providing a mechanism for preloading the column
extension. It would be necessary to core a hole in the bridge deck to provide
for the placement of concrete to construct the cast-in-place concrete
column extension. A fiberglass reinforced collar could be constructed at the joint between the timber
pile and the concrete column extension to seal the joint against moisture intrusion and ensure a long
service life for the spliced connection.
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Of the column extension options, the timber column extension is the most cost effective. Also,
constructing the column extension from timber provides for a similarity in materials that matches the
other elements of the pile bent. This alternative will require additional temporary support in order to
jack the bridge up slightly so that the column extension can be preloaded to support its share of the
structure loads equally with the other original piles. This alternative also leaves the column at risk of
decay and fire damage, similar to what has already occurred at this bridge site.
Spread Footing Support
It is also possible that the remaining portions of timber piles below the
invert of Warm Creek are not suitable for the support of spliced column
extensions. In this case, it will be necessary to develop a foundation to
support a replacement column. One alternative would be to use micro
piles to support the bridge loads. This strategy provides a deep
foundation, similar to the driven timber piles that were originally installed.
Another strategy would be to support a replacement column on a spread
footing. A spread footing will have different load/settlement
characteristics than the existing driven piles, but can be easily
constructed. The replacement column could be installed in a pre-loaded
condition to ensure that the bridge dead loads are shared equally with other supports. In addition,
ground anchors could be installed to preload the foundation and give it a stiffer load-displacement
behavior, which would more closely mimic a deep foundation. The load capacity of the spread footing
Supplemental Proposal for design of Bridge Repair at ZW Street and Warm Creek (SS08-20)
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2010-40
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can be designed to match the original timber piles. If the bearing capacity of the soils can support
2,500 psf, a footing six feet square could be designed to support 45 tons, which should match the
existing timber pile capacities.
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Bridge replacement could be considered as an option to repair and rehabilitation of the existing bridge
structure. The cost to the City for inspections and maintenance of the existing bridge can be reduced
by providing a new structure. In addition, the need for storm water conveyance may be much lower at
the project site than was the case when the bridge was built. When the bridge was first constructed
the drainage area tributary to Warm Creek was quite extensive. However, since that time the
development in the area surrounding the site has resulted in a reduction in the storm water that drains
into this portion of Warm Creek. Most of the storm water is delivered to Warm Creek from Town Creek
Tunnel, which ends just south of 3" Street, emptying into the creek. It is likely that a much smaller
facility would be adequate to convey the storm water in Warm Creek below 2" Street. As a part of our
technical approach, we recommend an evaluation of the volume of storm water that needs to be
conveyed and the size of the facility needed at that location. We believe that it is possible that a
concrete box culvert or a large diameter pipe culvert would serve the storm water needs at 2" Street, If
this is the case, the bridge could be replaced with a concrete culvert, and would result in eliminating
the bridge and its ongoing inspection and maintenance needs
altogether.
Box Culvert Bridge Replacement
Phase 1: consists of Combined Preliminary and Final Engineering
tasks, including but not limited to, review of existing documents and
studies, consultation with the City, Caltrans, Corps of Engineers and
regulatory agencies, and development of site surveys. A project
schedule will be developed, monitored and modified as needed.
During this phase, the process of researching existing utilities will be completed to ensure that
coordination with utility owners is done properly. A part of this activity will entail coordination with
Caltrans' Local Assistance and Structures Review staff as needed to support the City in attempting to
obtain acceptance of the proposed bridge rehabilitation plans.
Since the time the original bridge was constructed, parts of the Warm Creek tributary area have been
diverted to the large concrete-lined Twin Creek-Warm Creek channel near 9th and Pedley Road. The
remaining tributary area is significantly reduced with the result that the flows in historic Warm Creek
that flows under the 2" Street Bridge are accordingly reduced. The result is that the replacement
bridge could be resized to a much smaller and cost-effective culvert. A hydrology and hydraulic
analysis of the remaining Warm Creek tributary area will be performed to determine the current 10-year
and 100-year design flow rates for replacement facility. The hydrologic analysis will be performed
based on San Bernardino County Flood Control District standards.
This phase also includes the final development of Plans, Specifications and Estimates (PS&E) for the
bridge rehabilitation construction. This phase of the project includes coordination with the Army Corps
of Engineers, and the development of necessary permits/agreements.
Phase 2: consists of Construction Support. During pre-bid, AECOM will attend the pre-bid meeting,
provide clarifications to the construction documents, and prepare addenda as needed. During
construction the AECOM TEAM will provide construction support services. Submittals of shop
drawings, quotes, materials, etc. will be reviewed by the appropriate AECOM personnel and
clarifications to construction documents will be made through RFI's.
Supplemental Proposal fordesign of Bridge Repair at rt Street and Warm Creek (5508-20)
2010-40
~
.~
Geotechnical Tasks
The geotechnical scope consists of two options. One is based on the bridge repair and rehabilitation
option and the second option is based on replacing the bridge with a box or circular culvert. The base
scope for options 1 and 2 assume that only static loading conditions need to be addressed. If it is
determined that foundations need to be evaluated for seismic conditions, a separate additional fee is
shown and may be added to the base fee included.
Perform data review and notify Underground Service Alert (USA.) Review geotechnical, project, and
underground utility information provided. Assist in obtaining encroachment permits. Mark the
proposed boring locations in the field and contact USA.
Perform one day subsurface investigation consisting of borings and sampling. Perform a geophysical
survey to check boring locations for utilities. Perform a seismic refraction survey to check for sail
subsurface conditions. Backfill borings with excavated materials.
Perform laboratory testing of samples. The proposed scope includes four (4) moisture content/dry
density, three (3) particle size analysis - #200 sieve, Atterberg limits, one (1) shear strength, one (1)
consolidation, and two (2) corrosion tests. Perform 4 total recoverable petroleum hydrocarbons (EPA
418.1),2 volatile organic compounds (EPA 8260), and 2 California administrative code (CAC) metals
(EPA 6010/7000) tests, provide report with conclusions and recommendations.
Applicable Standards
All engineering plans, specifications and estimates are to be prepared for bidding using Caltrans
regulations, policies, procedures, manuals, and standards including compliance with ARRA
requirements. The final PS&E submittal will comply with the latest Caltrans standards, including but
not limited to: Bridge Design Specifications (BDS), Memos to Designers (MTD), Bridge Design Details
(BDD), Bridge Design Aids (BDA) and Bridge Design Practice (BDP).
Required Services Performed By AECOM Team:
Project Management, Coordination, and Quality Control
AECOM shall provide project management far the project including: 1)management of the work,
2)coordination with the City as necessary to complete preliminary engineering and the PS&E,
3)establishment of and updates to a project schedule and budget and 4)progress reporting.
The AECOM TEAM shall monitor quality on all deliverables, calculations and other work products and
will assign a dedicated engineer to oversee AECOM's QA/QC process for this project in addition to a
dedicated senior level structural engineer to perform all quality control reviews before each submittal.
The AECOM Team shall attend meetings as required to complete the project, including Project
Development Team (PDT) meetings, Design Review meetings, Constructability Review meetings and
Quality meetings.
The AECOM Team shall provide digital versions of the project schedule in Microsoft Project format and
hard copy. The project schedule shall be updated regularly and distributed with progress reports and
as requested by the City.
The project schedule shall be divided into tasks and subtasks in full detail including, but not limited to,
the City functional timeline and other outside sources such as agencies or utilities.
The AECOM Team shall assist the City in obtaining the necessary permits for construction. Potential
agencies include the Army Corps of Engineers, California Department of Fish and Game, and the
Supplemental Proposal for design of Bridge Repair at z>d Street and Warm Creek (5508-20)
2010-40
i1
Regional Water Quality Control Board. The AECOM Team may be required to obtain Encroachment
Permits to conduct engineering field studies, and shall obtain permits to enter and any other necessary
permits through City assistance for any project-related work.
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Task 1: Permits and Agreements
The AECOM project team will develop contacts with the Army Corps of Engineers, the California
Department of Fish and Game, the Regional Water Quality Control Board, and utility owners with
facilities in the vicinity of the project site. We will update the Corps of Engineers regarding the
schedule for project construction, and obtain the Corp's approval for the project in writing. AECOM
Engineering will work with the Army Corps of Engineers to obtain an encroachment permit for
construction in the Historic Warm Creek.
Existing utilities at the project site include a large diameter steel casing/pipeline running parallel to the
centerline of 2" Street near the centerline of the roadway, and a duct bank below the sidewalk on the
south side of the roadway.
Task 2: Engineering
For this task, the AECOM team will develop structure and roadway/civil plans far the selected
approach, provide technical provisions for all work based on Caltrans standard special provisions,
develop quantity calculations far bath structural and civil construction, and develop the construction
cost estimate including both structural and civil items. This activity will also include support for the
City regarding coordination with Caltrans' Local Assistance and Structures Review staff to obtain
acceptance of the proposed rehabilitation plans. Deliverables for final submittal will include an RE
Pending file, a Working Day Schedule, and a storm water data report.
Phase 2 - Construction Support Services
During the construction phase of the project, AECOM Engineering will provide comprehensive
construction support forthe City. Services are expected to include the following tasks:
./' Attend pre-construction conference and construction meetings as needed.
./' Review Contractor's submitted construction schedule, material submittals, shop drawings and
requests for substitutions, and provide comments.
./' Respond to requests for information (RF/'s) from construction contractor to clarify Contract
Documents.
./' Prepare revisions to plans and specifications and estimates of the costs Involved with these
changes.
./' Make recommendations to resolve PROJECT issues that mayarise during construction.
./' Provide advice and technical support for construction change orders, or construction claims.
Environmental Clearances
It is assumed that the City will prepare the necessary environmental clearances and that no
environmental services are provided in this task order. AECOM will provide data and information to the
City as necessary for the City to prepare the environmental documents.
Schedule
The project is assumed to receive a Notice to Proceed on January 25,2010 and the project will be ready
to bid by October 2010. This assumes that the pilings are found to be structurally sound below the
invert level and that one of the pile-splicing strategies can be implemented.
Supplemental Proposal for design of Bridge Repair at 2'd Street and Warm Creek (5508-20)
2010-40
..
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK
(SS08-20) - REHABILITATION OPTION
FEE PROPOSAL FOR SUPPLEMENTAL PROPOSAL
Rev. 0
30-Nov-09
AECOM
1887 Business Center Drive, Suite 6
San Bernardino, CA 92408
(909) 890-0477
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2010-40
2010-40
..
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK (SS08-20) - REHABILITATION OPTION
SUBTOTAL OF COST: DIRECT LABOR & ODC
AS'COM
DIRECT LABOR
Classification Name Hours Hourly Rate Total
Task Manager T Dudley 176 @ $160.00 $ 28,160
Associate Engineer M. Stiller 88 @ $115.00 $ 10,120
Associate Engineer S. Desalgen 12 @ $115.00 $ 1,380
Sr Designer/CADD C. Lee 80 @ $110.00 $ 8,800
Senior Project Engineer R. Pricc 32 @ $160.00 $ 5,120
Principal in Charge W. Nascimento 8@ $220.00 $ 1,760
Specialist QA/QC G. Plaas 16@ $185.00 $ 2,960
Administrative N. Hester 8@ $130.00 $ 1,040
@ $ 0
Total Direct Lahor Costs S 59,3-10
OTHER COSTS
Copying / Binding
Plotting
Express Mail
Potholing
$
$
$
$
141
410
175
380
Total Olher Direct Cosls S 1,11I6
Date:
11130/2009
2010-40
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK (SS08-20) - REHABILITATION OPTION
LABOR HOURS BY CLASSIFICATION
1 2 _ co 3 4 5 6 7 8 Total Total
TASKS & SUBTASKS TM AE AE SD SPE PIC OAOC Adm Hours Cost
1 Proiect Management - - - - - - - - -
40 8 8 56 $9 200
2 Bridae Insoection 12 16 28 $3,760
3 Selection of Rehabilitation Strategy 8 4 12 $1740
4 DesiQn .-19 40 80 $11000
5 Plans 80 80 $8,800
6 Technical Provisions 16 16 $2 560
7 Quantities and Estimate 8 12 12 32 $4,040
8 PS&E Review 32 32 _$ll~
9 Constructabilitv Review - 16 16 $2 960
10 RE Pending File ~ - 8 $1280
12 Working Day Schedule 4 ----1. $640
-
13 Construction Support 40 ~ - - - - 56 $8,240
- -
- - -
- -
- - -
- -
- - -
- - -
- -
- - - -
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- - - - - -
- - - -
-
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- .- -
- -
- - -
Subtotal 176 88 12 80 32 8 16 8 420 $59,340
LEGEND:
Ref # Classification
1 TO Task Manager
3 MS Associate Engineer
4 SO Associate Engineer
5 CL Sr Designer/CADD
6 RP Senior Project Engineer
7 WN Principal in Charge
8 GP Specialist QNOC
9 NH Administrative
Abbreviation
TM
AE
AE
SD
SPE
PIC
OAOC
Adm
Date:
"13012009
2010-40
..
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK (5508-20) -
REHABILITATION OPTION
OTHER DIRECT COSTS
DESCRIPTIONS
TOTAL
COPYING I BINDING
$141.00
PLOTTING
$409.50
$175.00
EXPRESS MAIL
TRANSPORTATIONITRAVEL
$380.00
TOTAL OTHER DIRECT COSTS $1,105.50
Date:
11/30/2009
2010-40
.
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK
(SS08-20) - REPLACEMENT OPTION
FEE PROPOSAL FOR SUPPLEMENTAL PROPOSAL
Rev, 0
30-Nov-09
AECOM
1887 Business Center Drive, Suite 6
San Bernardino, CA 92408
(909) 890-0477
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2010-40
2010-40
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.
.
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK (5508-20) - REPLACEMENT OPTION
SUBTOTAL OF COST: DIRECT LABOR & ODC
A:COM
DIRECT LABOR
Classification Name Hours Hourly Rate Total
Task Manager T Dudley/E. Ng 218 @ $160.00 $ 34,880
Associate Engineer M. Stiller 140 @ $115.00 $ 16,100
Associate Engineer S. Desalgen 24 @ $115.00 $ 2,760
Sr Designer/CADD C. Lee/N. Lo 396 @ $110.00 $ 43,560
Senior Project Engineer R. Price 48 @ $160.00 $ 7,680
Principal in Charge W. Nascimento 8@ $220.00 $ 1,760
Specialist QA/QC G. Plaas 24 @ $185.00 $ 4,440
Drainage PEl Assist PM R. Wong/N. Hester 40 @ $130.00 $ 5,200
Project Manager E.Ng 14 @ $170.00 $ 2,380
Total Direct Labor Costs S 118,760
OTHER COSTS
Copying I Binding
Plotting
Express Mail
Potholing
$
$
$
$
159
527
225
760
Total Otbcl' Di,'cet Costs S 1,671
Date:
11/30/2009
2010-40
.
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIOGE REPAIR AT 2nd STREET AND WARM CREEK {SS08-20} - REPLACEMENT OPTION
LABOR HOURS BY CLASSIFICATION
1 2 3 4 5 6 7 8 9 Total Total
TASKS & SUBT ASKS TM AE AE SD SPE PIC QAQC DElAP~ PM Hours Cost
Proiect Manaaement -
1 40 - - - 8 8 56 $9 200
2 Bridgelns~ection 12 16 28 $3 760
3 Selection of Replacement Strategy 16 8 - ~ ~$3,480
4 Desion 40 ----2IJ - - - - - 100 $13300
5 Plans 100 100 $11000
6 Technical Provisions 24 24 $3 840
7 Quantities and Estimate 8 24 ~ - - - - - 56 $6 800
8 PS&E Review 48 48 $7,680
9 Constructabilitv Review 24 24 $4 440
10 RE PendinQ File 8 - - - - - - 8 $1280
12 Working Day Schedule 6 6 $960
13 Construction SUDcort 64 32 - - - 96 $13,920
Project Coordination and Meetings - -
14 4 4 8 $1200
15 Storm Drain Improvement Plans 160 160 $17 600
16 Hvdrolooy Calculations - 80 - - 4 2 86 $9 660
17 Hydraulic Calculations - 40 4 2 46 $5 260
18 SnAl"'jal Provisions - 16 4 20 $2 760
19 Enaineer's Estimates - - ~ 4 2 22 $2,620
-
-.
- -
- - - -
-
- - - -
-
- -
- - -
- -
- - - - - - -
- - - - -
- -
Subtotal 218 140 24 396 48 8 24 40 14 912 $118,760
LEGEND:
B!H.1l Classification
Abbreviation
1 TO Task Manager
3 MS Associate Engineer
4 SO Associate Engineer
5 CL Sr Designer/CADD
6 RP Senior Project Engineer
7 WN Principal in Charge
8 GP Specialist QNQC
9 NH Drainage PElAssist PM
EN Project Manager
Date 1113onOO9
TM
AE
AE
SD
SPE
PIC
QAQC
DElAPM
PM
2010-40
.
CITY OF SAN BERNARDINO
PROFESSIONAL DESIGN SERVICES FOR
DESIGN OF BRIDGE REPAIR AT 2nd STREET AND WARM CREEK (5508-20)-
REPLACEMENT OPTION
OTHER DIRECT COSTS
DESCRIPTIONS TOTAL
COPYING I BINDING $159.00
PLOTTING $526.50
EXPRESS MAIL $225.00
TRANSPORTATIONITRAVEL $760.00
TOTAL OTHER DIRECT COSTS $1,670.50
Date: 11/30/2009