HomeMy WebLinkAbout25B - AGMT STORMWATER LIFT STATIONREQUEST FOR
COUNCIL ACTION
CITY COUNCIL MEETING DATE:
JULY 17, 2018
TITLE:
APPROVE AGREEMENT WITH MICHAEL
BAKER, INC., FOR CIVIC CENTER
STORMWATER LIFT STATION
ENGINEERING DESIGN SERVICES
(PROJECT NO. 17-2675)
(STRATEGIC PLAN NOS. 6, 113; 1C; 1G)
CIT ,/A-�
RECOMMENDED ACTION
CLERK OF COUNCIL USE ONLY:
❑ As Recommended
❑ As Amended
❑ Ordinance on 151 Reading
❑ Ordinance on 20d Reading
❑ Implementing Resolution
❑ Set Public Hearing For
CONTINUED TO
FILE NUMBER
Authorize the City Manager and Clerk of the Council to execute an agreement with Michael
Baker, Inc., for a three-year term beginning July 18, 2018 and expiring on July 17, 2021, with the
option of two one-year renewal options exercisable by the City Manager and the City Attorney, to
provide consulting design services for the Civic Center Stormwater Lift Station project, in the total
amount not to exceed $171,675, which includes a 15.59% contingency in the amount of $23,160,
subject to non -substantive changes approved by the City Manager and City Attorney.
The City's Parks, Recreation and Community Services Agency owns and operates two
stormwater pump stations in the Santa Ana Civic Center area, which collects and pumps
stormwater into a nearby storm drain pipe. The first pump station is located within the Civic
Center parking lot area on the northwest comer of Santa Ana Boulevard and Ross Street; the
second pump station is located in the northeast corner of Flower and Sixth Streets (Exhibit 1).
Each pump station has experienced flooding and maintenance issues. In 2016, a preliminary
study was conducted that confirmed the need to repair these two existing pump stations and at
the same time upgrade the station equipment to current code and safety standards.
On May 7, 2018, a Request for Proposal (RFP) was posted on both the City's website and in the
web -based eProcurement portal, Planet Bids. Subsequently, three proposals were received and
opened on May 24, 2018. All of the proposers were deemed to be well qualified by a review
committee comprised of Public Works and Parks and Recreation Agency staff. Staff recommends
award of a consultant service contract for RFP No. 18-041 to the highest ranked firm, Michael
Baker, Inc., in the amount of $171,675 (Exhibit 2) based upon the rankings shown in the table
below:
2513-1
Agreement with Michael Baker, Inc.
Civic Center Stormwater Lift Stations
July 17, 2018
Page 2
Rank
Firm(s) Name Location
Score
1
Michael Baker, Inc. Santa Ana
94.5
2
Tetra Tech, Inc. Irvine
88.5
3
NV5 Irvine
80.5
STRATEGIC PLAN ALIGNMENT
Approval of this item supports the City's efforts to meet Goal #6 — Community Facilities &
Infrastructure, Objective #1 (establish and maintain a Community Investment Plan for all City
assets), Strategy B (equitably maintain existing streets and associated assets in a state of good
repair so they are clean, safe, and aesthetically pleasing for all users); Strategy C (invest
resources and technology to extend the service life of existing infrastructure to protect the City's
investment and support a high quality of life standard); and Strategy G (develop and implement
the City's Capital Improvement Program in coordination with the Community Investment Plan).
ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act, the repair and upgrade to these
existing facilities are anticipated to be processed with the filing of a Categorical Exemption.
FISCAL IMPACT
Funds have been budgeted and are available for expenditure in the Civic Center Capital Projects
Account (No. 07413260-66220) for a total amount not to exceed $171,675. Expenditures will
follow the spending plan below. Any unspent encumbered balance will be carried forward into
subsequent fiscal years as needed to fulfill the agreement.
Contract Period Fiscal Year
Amount
FY 2018/19
$148,515
FY 2019/20
$20,000
FY 2020/21
$3,160
TOTAL
$171,675
25B-2
Agreement with Michael Baker, Inc.
Civic Center Stormwater Lift Stations
July 17, 2018
Page 3
APPROVED AS TO FUNDS & ACCOUNTS:
Fuad S. weiss, PE, PLS Francisco Gutierrez ,kjr-Toy)
Executiv Director Executive Director
Public W rks Agency Finance & Management Services Agency
FSS/EWG/JG/MMS
Exhibits: 1. Location Map
2. Consultant Agreement
25B-3
25B-4
CIVIC CENTER DR (BTH
If
Flower Street Pump Station
Santa Ana Pump Station
SANTA ANA
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EXHIBIT 1
PROJECT 17-2675
CIVIC CENTER
LIFT STATION RENOVATION
2513-5
CENTER DR (6TH ST)
PAGE 1 OF 1
r
AGREEMENT TO PROVIDE ENGINEERING DESIGN SERVICES FOR
CIVIC CENTER STORMWATER LIFT STATION RENOVATION
THIS AGREEMENT is made and entered into this 17th day of July, 2018 by and between Michael
Baker International, Inc. ("Consultant'), and the City of Santa Ana, a charter city and municipal
corporation organized and existing under the Constitution and laws of the State of California
("City").
RECITALS
A. On May 7, 2018, the City issued Request for Proposal No. 18-041, by which it
sought a consultant to provide engineering design services for the civic center
stormwater lift station renovation project.
B. Consultant submitted a responsive proposal that was selected by the City.
Consultant represents that it is able and willing to provide the services described in
the scope of work that was included in RFP No. 18-041.
C. In undertaking the performance of this Agreement, Consultant represents that it is
knowledgeable in its field and that any services performed by Consultant under this
Agreement will be performed in compliance with such standards as may reasonably
be expected from a professional contracting firm in the field.
NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the
terms and conditions hereinafter set forth, the parties agree as follows:
1. SCOPE OF SERVICES
Consultant shall perform the services that were described in the scope of work that was
included in RFP No. 18-04I and as more specifically delineated in Consultant's proposal, which
is attached as Exhibit A and incorporated in full.
2. COMPENSATION
a. City agrees to pay, and Consultant agrees to accept as total payment for its services
under this Agreement, the rates and charges identified in Exhibit B. The total sum
to be expended under the term of this Agreement, including any extension periods,
shall not exceed $171,675. This sum is comprised of (1) the base amount of
$148,515 and (2) a contingency in the amount of $23,160 for additional services at
the City's sole discretion.
b. Payment by City shall be made within forty-five (45) days following receipt of
proper invoice evidencing work performed, subject to City accounting procedures.
Payment need not be made for work which fails to meet the standards of
performance set forth in the Recitals and Scope of Work, which may reasonably be
expected by City.
EXHIBIT 2
Page 1 of 8
25B-7
3. TERM
This Agreement shall commence on July 18, 2018 and terminate on July 17, 2021; unless
terminated earlier in accordance with Section 17, below. The term of this Agreement may be
extended for up to two_l;year_periods upon a writing executed by the City Manager and City
Attorney.
4. PREVAILING WAGES
Consultant is aware of the requirements of California Labor Code Section 1720, et seq.,
and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq.,
("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the
performance of other requirements on "public works" and "maintenance" projects. If the services
being performed are part of an applicable "public works" or "maintenance" project, as defined by
the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to
fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the
City, its elected officials, officers, employees and agents free and harmless from any claim or
liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
5. INDEPENDENT CONTRATOR
Consultant shall, during the entire term of this Agreement, be construed to be an
independent contractor and not an employee of the City. This Agreement is not intended nor shall
it be construed to create an employer-employee relationship, a joint venture relationship, or to
allow the City to exercise discretion or control over the professional manner in which Consultant
performs the services which are the subject matter of this Agreement; however, the services to be
provided by Consultant shall be provided in a manner consistent with all applicable standards and
regulations governing such services. Consultant shall pay all salaries and wages, employer's social
security taxes, unemployment insurance and similar taxes relating to employees and shall be
responsible for all applicable withholding taxes.
6. OWNERSHIP OF MATERIALS
This Agreement creates a non-exclusive and perpetual license for City to copy, use,
modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property
embodied in plans, specifications, studies, drawings, estimates, and other documents or works of
authorship fixed in any tangible medium of expression, including but not limited to, physical
drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or
caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant
shall require all subconsultants to agree in writing that City is granted a non-exclusive and
perpetual license for any Documents & Data the subconsultant prepares under this Agreement.
Consultant represents and warrants that Consultant has the legal right to license any and all
Documents & Data. Consultant makes no such representation and warranty in regard to
Documents & Data which were provided to Consultant by the City. City shall not be limited in
any way in its use of the Documents and Data at any time, provided that any such use not within
Page 2 of 8
r
the purposes intended by this Agreement shall be at City's sole risk.
INSURANCE
Prior to undertaking performance of work under this Agreement, Consultant shall maintain
and shall require its subconsultants, if any, to obtain and maintain insurance as described below:
a. Commercial General Liability Insurance. Consultant shall maintain commercial
general liability insurance naming the City, its officers, employees, agents,
volunteers and representatives as additional insured(s) and shall include, but not
be limited.to protection against claims arising from bodily and personal injury,
including death resulting therefrom and damage to property, resulting from any
act or occurrence arising out of Consultant's negligent operations in the
performance of this Agreement, including, without limitation, acts involving
vehicles. The amounts of insurance shall be not less than the following: single
limit coverage applying to bodily and personal injury, including death resulting
therefrom, and property damage, in the total amount of $1,000,000 per
occurrence, with $2,000,000 in the aggregate. Such insurance shall (a) name the
City, its officers, employees, agents, volunteers and representatives as additional
insured(s); (b) be primary with respect to insurance or self-insurance programs
maintained by the City; and (c) contain standard separation of insureds provisions.
b. Business automobile liability insurance, or equivalent form, with a combined single
limit of not less than $1,000,000 per occurrence. Such insurance shall include
coverage for owned, hired and non -owned automobiles.
C. Worker's Compensation Insurance. In accordance with the California Labor Code,
Consultant, if Consultant has any employees, is required to be insured against
liability for worker's compensation or to undertake self-insurance. Prior to
commencing the performance of the work under this Agreement, Consultant agrees
to obtain and maintain any employer's liability insurance with limits not less than
$1,000,000 per accident.
d. If Consultant is or employs a licensed professional such as an architect or engineer:
Professional liability (errors and omissions) insurance, with a combined single limit
of not less than $1,000,000 per claim with $2,000,000 in the aggregate.
e. The following requirements apply to the insurance to be provided by Consultant
pursuant to this section:
(i) Consultant shall maintain all insurance required above in full force and
effect for the entire period covered by this Agreement.
(ii) Certificates of insurance shall be furnished to the City upon execution of
this Agreement and shall be approved by the City.
Page 3 of 8
25B-9
(iii) Certificates and policies shall state that the policies shall not be cancelled
or reduced in coverage or changed in any other material aspect, by
consultant, without thirty (30) days prior written notice to the City.
(iv) Consultant shall supply City with a fully executed additional insured
endorsement on the Commercial General Liability and Automobile
Insurance policies.
If Consultant fails or refuses to produce or maintain the insurance required by this
section or fails or refuses to furnish the City with required proof that insurance has
been procured and is in force and paid for, the City shall have the right, at the City's
election, to forthwith terminate this Agreement. Such termination shall not affect
Consultant's right to be paid for its time and materials expended prior to notification
of termination. Consultant waives the right to receive compensation and agrees to
indemnify the City for any work performed prior to approval of insurance by the
City.
8. INDEMNIFICATION
Consultant agrees to indemnify and hold harmless the City, its officers, agents, employees,
consultants, special counsel, and representatives from liability: (1) for personal injury, damages,
just compensation, restitution, judicial or equitable relief arising out of claims for personal injury,
including death, and claims for property damage, which may arise from the negligent operations
of the Consultant or its subconsultants, agents, employees, or other persons acting on their behalf
which relates to the services described in section 1 of this Agreement; and (2) from any claim that
personal injury, damages, just compensation, restitution, judicial or equitable relief is due by
reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless
agreement applies to all claims for damages, just compensation, restitution, judicial or equitable
relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section
or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees
to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs
for special counsel to be selected by the City, regarding any action by a third party challenging the
validity of this Agreement, or asserting that personal injury, damages, just compensation,
restitution, judicial or equitable relief due to personal or property rights arises by reason of the
terms of, or effects arising from this Agreement. City may make all reasonable decisions with
respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent
Consultant's services are subject to Civil Code Section 2782.8, the above indemnity shall be
limited, to the extent required by Civil Code Section 2782.8, to claims that arise of, pertain to, or
relate to the negligence, recklessness, or willful misconduct of the Consultant.
9. INTELLECTUAL PROPERTY INDEMNIFICATION
Consultant shall defend, indemnify and hold harmless the City, its officers, agents,
representatives, and employees against any and all liability, including costs, and attorney's fees,
for infringement of any United States' letters patent, trademark, or copyright contained in the work
product or documents provided by Consultant to the City pursuant to this Agreement.
Page 4 of 8
25B-10
10. RECORDS
Consultant shall keep records and invoices in connection with the work to be performed
under this Agreement. Consultant shall maintain complete and accurate records with respect to
the costs incurred under this Agreement and any services, expenditures, and disbursements
charged to the City for a minimum period of three (3) years, or for any longer period required by
law, from the date of final payment to Consultant under this Agreement. All such records and
invoices shall be clearly identifiable. Consultant shall allow a representative of the City to
examine, audit, and make transcripts or copies of such records and any other documents created
pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all
work, data, documents, proceedings, and activities related to this Agreement for a period of three
(3) years from the date of final payment to Consultant under this Agreement.
11. CONFIDENTIALITY
If Consultant receives from the City information which due to the nature of such
information is reasonably understood to be confidential and/or proprietary, Consultant agrees that
it shall not use or disclose such information except in the performance of this Agreement, and
further agrees to exercise the same degree of care it uses to protect its own information of like
importance, but in no event less than reasonable care. "Confidential Information" shall include all
nonpublic information. Confidential information includes not only written information, but also
information transferred orally, visually, electronically, or by other means. Confidential
information disclosed to either party by any subsidiary and/or agent of the other parry is covered
by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any
information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the
Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultant
without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e)
is independently developed by the Consultant without reference to information disclosed by the
City.
12. CONFLICT OF INTEREST CLAUSE
Consultant covenants that it presently has no interest and shall not have interests, direct or
indirect, which would conflict in any manner with performance of services specified under this
Agreement.
13. NOTICE
Any notice, tender, demand, delivery, or other communication pursuant to this Agreement
shall be in writing and shall be deemed to be properly given if delivered in person or mailed by
first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in
the manner provided in this Section, to the following persons:
To City: Clerk of the City Council
City of Santa Ana
20 Civic Center Plaza (M-30)
Page 5 of 8
25B-11
P.O. Box 1988
Santa Ana, CA 92702-1988
Fax 714- 647-6956
Executive Director
Public Works Agency
City of Santa Ana
20 Civic Center Plaza (M-21)
P.O. Box 1988
Santa Ana, CA 92702
Fax 714-647-5635
To Consultant; Michael Baker International, Inc.
5 Hutton Centre Drive, Suite 500
Santa Ana, CA 92707
A party may change its address by giving notice in writing to the other party. Thereafter,
any communication shall be addressed and transmitted to the new address. If sent by mail,
communication shall be effective or deemed to have been given three (3) days after it has been
deposited in the United States mail, duly registered or certified, with postage prepaid, and
addressed as set forth above. If sent by fax, communication shall be effective or deemed to have
been given twenty-four (24) hours after the time set forth on the transmission report issued by the
transmitting facsimile machine, addressed as set forth above. For purposes of calculating these
timeframes, weekends, federal, state, County or City holidays shall be excluded.
14. EXCLUSIVITY AND AMENDMENT
This Agreement represents the complete and exclusive statement between the City and
Consultant regarding the subject matter herein, and supersedes any and all other agreements, oral
or written, between the parties. In the event of a conflict between the terms of this Agreement and
any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be
modified except by written instrument signed by the City and by an authorized representative of
Consultant. The parties agree that any terms or conditions of any purchase order or other
instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not
bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no
representations, inducements, promises or agreements, orally or otherwise, have been made by any
party, or anyone acting on behalf of any party, which are not embodied herein.
15. ASSIGNMENT
Inasmuch as this Agreement is intended to secure the specialized services of Consultant,
Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior
written consent of the City and any such assignment, transfer, delegation or subcontract without
the City's prior written consent shall be considered null and void. Nothing in this Agreement shall
be construed to limit the City's ability to have any of the services which are the subject to this
Agreement performed by City personnel or by other consultants retained by City.
Page 6 of 8
25B-12
16. WAIVER
No waiver of breach, failure of any condition, or any right or remedy contained in or
granted by the provisions of this Agreement shall be effective unless it is in writing and signed by
the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or
remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not
similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies.
17. TERMINATION
This Agreement may be terminated by the City upon thirty (30) days written notice of
termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant
compensation for all services performed by Consultant prior to receipt of such notice of
termination, subject to the following conditions:
a. As a condition of such payment, the Executive Director may require Consultant to
deliver to the City all work product completed as of such date, and in such case
such work product shall be the property of the City unless prohibited by law, and
Consultant consents to the City's use thereof for such purposes as the City deems
appropriate.
b. Payment need not be made for work which fails to meet the standard of
performance specified in the Recitals of this Agreement.
18. NON-DISCRIMINATION
Consultant shall not discriminate because of race, color, creed, relation, sex, marital
status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited
by applicable law, in the recruitment, selection, training, utilization, promotion, termination or
other employment related activities or in connection with any activities under this Agreement.
Consultant affirms that it is an equal opportunity employer and shall comply with all applicable
federal, state and local laws and regulations.
19. JURISDICTION -VENUE
This Agreement has been executed and delivered in the State of California and the validity,
interpretation, performance, and enforcement of any of the clauses of this Agreement shall be
determined and governed by the laws of the State of California. Both parties further agree that
Orange County, California, shall be the venue for any action or proceeding that may be brought or
arise out of, in connection with or by reason of this Agreement.
20. PROFESSIONAL LICENSES
Consultant shall, throughout the term of this Agreement, maintain all necessary licenses,
permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder
and required by the laws and regulations of the United States, the State of California, the City of
Page 7 of 8
25B-13
Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and
in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and
exemptions. Said inability shall be cause for termination of this Agreement.
21. MISCELLANEOUS PROVISIONS
a, Each undersigned represents and warrants that its signature herein below has the
power, authority and right to bind their respective parties to each of the terms of
this Agreement, and shall indemnify City fully, including reasonable costs and
attorney's fees, for any injuries or damages to City in the event that such authority
or power is not, in fact, held by the signatory or is withdrawn.
b. All exhibits referenced herein and attached hereto shall be incorporated as if fully
set forth in the body of this Agreement.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first
above written.
ATTEST:
MARIA D. HUIZAR
Cleric of the Council
APPROVED AS TO FORM
SONIA R. CARVALHO
City Attorney
BY
J i M. Funk
Assistant City Attorney
RECOMMENDED FOR APPROVAL
Fuad S. Sweiss, PE, PLS
Executive Director
Public Works Agency
CITY OF SANTA ANA
RAUL GODINEZ II
City Manager
CONSULTANT
Name:
Title:
Page 8 of 8
25B-14
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Lead as professionals specializing in planning, design and construction.
Lookforward to the future with a commitment to building opportunities
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25B-16
PROPOSAL
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Table of Contents
Statement of Qualifications
Cover Letter
Contract Review Statement
Firm and Team Experience .......
Understanding of Need ..............
Relevant Project Experience .....
References .................................
Resumes
...............................1
............................... 6
.............................11
.............................18
Scope of Services and Schedule
Scope of Services.........................................................19
Schedule....................................................................... 25
Certifications
Attachment 3-1: Non -Collusion Affidavit
Attachment 3-2: Non -Lobbying Certification
Attachment 3-3: Non -Discrimination Certification
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We Make o Difference
INTERNATIONAL
May 24, 2018
City of Santa Ana
Attn.: Monica Suter
Public Works Agency
20 Civic Center Plaza; 3rd Floor Reception, Ross Annex
Santa Ana, CA 92701
Subject: Proposal for Civic Center Starmwater Lift Station Renovation Design Services
RFP No. 18-041
Dear Ms. Suter and Selection Committee:
Michael Baker International, Inc. (Michael Baker) appreciates the opportunity to be of continued
service to the City of Santa Ana (City) through this engineering services contract. The City is seeking
a consultant that has the right combination of relevant experience and expertise to design needed
improvements for the Civic Center Stormwater Irft Station Renovation Project. We have brought
together an exceptionally qualified team ready to deliver quality services, including key professionals
from within our firm who worked on the City's Stormwater Pumping Stations Preliminary Study in
2016. Our team is available to start work Immediately and can efficiently produce the final design
package in an expedited schedule. As partners in your mission to upgrade these critical facilities, we
offer the City the following benefits:
✓ Highly Experienced Project Manager with Expertise to Deliver a Ouality Project. Our
team will be led by Safe Kamangar, PE, PMP, CCM, QSD, who has 20 years of experience in
the planning and design of water Infrastructure. Safa is uniquely qualified to manage this
project and has successfully delivered design for rehabilitation, upgrade and/or replacement of
multiple pumping and lift station projects. He has also served as Construction Manager on a
number of pump station projects, giving him an advanced understanding of a project from the
planning and design phases through construction completion.
✓ Team with In -Depth Knowledge and Background with the Civic Center Stormwater Lift
Stations Streamlines Design. Our team includes Electrical Engineer, Marek Przywara, PE;
and Structural Engineer, Sal Sheikh, PE, who both worked on the Preliminary Study for the
stormwater lift stations. In addition, they bring 34 years of electrical engineering and 44 years
of structural engineering experience to this project. Our OC Manager, Mujahid Chandoo, PE,
performed hydrology and hydraulic analysis of the Civic Center as part of the detailed Storm
Drain Master Plan provided to the City in 2016. The data gathered during the master plan will
be reviewed to verify the conclusion of the preliminary study that the pumps are correctly
sized. This detailed information will provide added value to prevent future flooding, and may
provide an opportunity to reduce the pump size, thus reducing capital, operation, and
maintenance costs for the City.
✓ Integrated In -House Team Members Translate to Quick and Efficient Coordination and
Communication. Project Engineer, Charles Falzone, PE, has seven years of experience in
water resources engineering and will directly support our Project Manager in the design and
MBA KERINTL.COM 5 Hutton Centre Drive. SuiteSoo I Santa Ana. CA 92707
Office. 949.47Z3505 I Fax 9494728373
25B-19
Ms. Monica Suter
May 24, 2018
Page 2
We Make a Difference
coordination of the Project. Other in-house team members include Technical Review, Karl
Meter, PE; Constructability Review, Jerome Ruddins, CCM; Structural Engineer, Fabio
Sanchez -Duran, PE, SE; Electrical Engineers, Yee Ping See, PE, LEED AP, and Rich
Davis, PE; Environmental Specialist, Alan Ashimine; and Surveyor, Steve Slocum, PLS.
✓ Multi -Discipline Capabilities. As a multi -discipline firm, Michael Baker has diverse expertise
and depth of resource capabilities to support the team in any area that may be called upon
throughout the course of the project,
Michael Baker's Legal Department has reviewed the City's Standard Agreement provided in
Attachment 2 of the RFP, and requests consideration for changes listed on the following page.
We are confident In our ability to provide the City of Santa Ana with timely and cost-effective design
solutions. Our local Santa Ana office and close proximity to the City will facilitate quick response for
meetings and project requirements, and the City can be assured of our commitment to your needs.
If you have any questions or require additional Information, please contact me at (949) 330-4275,
inacle@mbakerintl.com or Project Manager, Sella Kamangar, at (949) 330-4138,
safa.kamanoarOmbakerintl.com
Respectfully submitted,
J4,
John Nagle, P.E. Safam ngar, E.
Vice President / Principal -in -Charge Project Manager
Enclosure., Proposal (1 original, 4 copies, 1 CD); Fee (separate envelope)
25B-20
CONTRACT REVIEW COMMENTS
Michael Baker has reviewed the copy of the City of Santa Ana's contract terns as provided in
Attachment 2, Standard Agreement, of the RFP and desires the proposed variation to text
(additions are shown in yellow -highlighted bold, deletions In rad strike —eat format, and
comments in italics):
2. COMPENSATION
b. Payment by City shall be made within 45 30 days (faq-fwe thirty) days following
receipt of proper Invoice evidencing work performed, subject to City accounting
procedures. Payment need not be made for work which falls to meet the standards of
performance set forth in the Recitals which may reasonably be expected by City.
INSURANCE
a. Commercial General Liability Insurance. Consultant shall maintain commercial general
liability insurance naming the City, its officers, employees, agents, volunteers and
representatives as additional Insured(s) and shall Include, but not be limited to
protection against claims arising from bodily and personal injury, Including death
resulting therefrom and damage to property, resulting from any act or occurrence
arising out of Consultant's negligent operations in the performance of this Agreement,
including, without limitation, acts Involving vehicles...
e, iv, Consultant shall supply City with a fully executed additional Insured endorsement,
on the Commercial General Liability and Automobile Liability policies.
Due to the insurance coverage commercially available and the notification policies of
most large carriers, the above clarifications are requested.
B. INDEMNIFICATION
Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers,
agents, employees, contractors, special counsel, and representatives from liability...
We will be responsible for any errors or negligence on our part and reimburse our client
for defense costs in such a case, but the professional liability insurance commercially
available to design professional firms will not provide a defense for any party except the
policyholder.
25B-21
This page left intentionally blank.
25B-22
PROPOSAL
Civic CenterStormwateriLitStaaonRenowrtlonDesign Services
Firm and Team Experience
Firm Profile
Celebrating over 75 years of service, Michael Baker is a
leader in infrastructure planning, design and construction. We
have been partnering with communities since 1940 to solve
their most complex challenges with a legacy of expertise,
experience, innovation, and integrity. As a unified company,
Michael Baker's knowledge base of 3,000 employees across
the country offers a full continuum of innovative practices and
solutions to support federal, state, regional, and local
agencies and governments.
Over 70 specialized water/
wastewater engineers and technicians
are located in our Southern Califomia
offices and work seamlessly together
to provide the highest quality service to
our water and wastewater clients. Our
2014, County of orange, Water Resources Division provides
Reconstruction of Los turnkey services for all sizes and
Alamitos Pump Station categories of projects and is supported
by a full-service team Including civil, structural, mechanical,
and electrical engineering; traffic engineering; environmental
compliance (CEQA/NEPA); regulatory permitting; survey and
mapping; land planning; architecture; landscape architecture;
GIS; construction management and Inspection; and related
services.
Our Santa Ana based team includes over 30 water /
wastewater specialists and a full-service support team with
experience designing pump stations for public agency clients.
This experience will be extremely valuable in leading to
positive outcomes on all aspects of the Civic Center
Stormwater Lift Station Renovation Project, Including
stakeholder and community approvals, obtaining
environmental clearances and permits, minimizing traffic
impacts, implementing the best design for the preferred
alternatives, providing access and ease for maintenance and
operations, as well as other project elements.
Our understanding of the City of Santa Ana's Infrastructure
through past and ongoing projects, including preparation of
the Preliminary Study for the subject project and development
of the Storm Drain Master Plan, provides a strong foundation
of knowledge as we move forward.
Year Founded: 1940
Entity Type: C Corporation
Form of Organization:
Pennsylvania Corporation
Year of Incorporation In
California: 1961
Parent Company: Michael Baker
International Holdco Corporation —
100% Ownership
Corporate Headquarters:
500 Grant Street, Suite 5400
Pittsburgh, PA 15219
Phone: 412-918-4000
www.mbakerinti.com
No. of Employees:
3,000+ Employees Companywide
5 Hutton Centre Drive, Suite 500
Santa Ana, CA 92707
Safe Kamangar, PE, PMP, CCM, QSD
Project Manager
5 Hutton Centre Drive, Suite 500
Santa Ana, CA 92707
(949)-330-4138
Safa. Ksmanosr(&mbakerintl.com
Ranked #5 in California
and #10 Nationally for
Water Supply by
Engineering News Record
clem
IRTRROATIGRAL 1
25B-23
PROPOSAL
Civic Center StormwoterLiftStatianRenovation Design Services a k
Project Team
The Michael Baker team brings a depth of experience in lift station assessment and design,
providing the City with a highly specialized team for the Civic Center Stormwater Lift Station
Renovation Project. The organizational chart below depicts our Project Team and roles.
Organizational Chart
Key Personnel
Safa Kamangar, PE, PMP, CCM, QSD j Project Manager
f` Our team will be led by Safa Kamangar, who brings 20 years of experience
In the planning and design of water infrastructure. Safa is uniquely qualified
to manage this project. He is a registered Civil Engineer, certified Project
Management Professional, and Certified Construction Manager who has
managed or served in a key technical capacity on numerous successful
pump station projects, including Storm Drain Pump Station SD03 for the
City of Long Beach; Paseo De Valencia Sewer Lift Station Rehabilitation for
Moulton Niguel Water District; and Tiffany Pump Station Replacement for
the Garden Grove Sanitary District. He has also served as Construction
Manager on a number of pump station projects, giving him an advanced
understanding of a project from the planning and design phases through construction completion.
Safa is a proven leader and hands-on project manager who has the technical background and
knowledge to meet the City's expectations for this project. He will be the day-to-day contact with
the City ensuring project design, schedule, and budget goals are met. To connect all the pieces
of this project together properly, he will facilitate weekly internal project coordination calls with the
task leads and other key team member to review schedule, discuss ongoing tasks, and exchange
information so everybody has the latest information to work with.
1419AMAnQKAL 2
25B-24
PROPOSAL
Civic Center 5tormwaterLiftStotlonRenovotionlesign.Services s' `
4
Charles Falzone, PE I Project Engineer
s s Charles Falzone has seven years of experience in the design of water and
wastewater Infrastructure with broad understanding of civil, mechanical,
process, electrical and instrumentation design of pump stations, treatment
plants, water conveyance, and related facilities. He is currently providing
t engineering on Orange County Sanitation District's Western Regional Trunk
r 't Sewer Rehabilitation Project, Including a temporary pumping system; and
Recycled Water System for the City of Ontario that includes an irrigation
v' booster pump station. He was the engineer responsible for preliminary
design for the Hyperion Secondary Effluent Pump Station; and Project
Engineer for the Pacific Grove Local Water Project that included design of the influent pump
station, headworks, complete membrane bio -reactor, UV disinfection, and rehabilitation of two
existing tanks for effluent storage.
s .
z.Marek Przywara, PE I Lead Electrical Engineer
Marek Przywara will serve as Lead Electrical Engineer. Marek was part of
the team that performed the Preliminary Study for the Civic Center
Stormwater Lift Station Renovation Project and brings an In-depth
understanding of the electrical and controls systems for these two pump
stations. He has 34 years of experience In electrical engineering and has
served as a project manager and/or SCADA,
ElectricaVlnstrumentation/Controls engineer on numerous waterhvastewater
facilities including wastewater treatment plants, pump stations, sewer
stations, reservoirs, solid waste facilities, and desalination plants. His duties have Included overall
responsibility for engineering, project management, development and design implementation,
supervision and approval of documentation and drawings, calculations and analysis, schedules,
specifications, cost estimates, and coordination with vendors and clients.
Sal Sheikh, PE, Lead Structural Engineer
Sal Sheikh has over four decades of experience including the last 30 years
1, with Michael Baker, and will lead structural engineering tasks for the
proposed project. His background Includes structural design for pump
stations, lift stations, well facilities, pipelines, water and wastewater
treatment plants, reservoirs, culverts and encasements, flood control
channels, bridges, sound walls, and retaining walls. He is also experienced
in structural Inspection, evaluation, repairs and rehabilitation of water related
facilities. Sal was part of the team that performed the Preliminary Study for
the Civic Center Stormwater Lift Station Renovation Project. He was also the structural engineer
on the Los Alamitos Pump Station Reconstruction for the County of Orange; Whittier Pumping
Plant No. 2 Replacement for the City of Whittier; Walnut Avenue Overcrossing Pumping Plant in
Orange County; as well as numerous pump station replacement and rehabilitation projects.
IMUNAIIOOAL 3
25B-25
PRDPOSAL
Civic Center StormwaterLiftStotionRenovation Des
ign5ervites
Mujahid Chandoo, PE I Hydrology/ Hydraulic Review
Mujahid Chandoo is a Project Manager with Michael Baker with more than
12 years of experience In surface water management. Mujahid has an in-
depth understanding of the stormwater issues for the proposed Civic Center
w' Stormwater List Station Renovation Project through his involvement on the
t.:
City's Storrs Drain Master Plan Update Project where Michael Baker
analyzed the main line drainage system and prepared a hydrology study
along with maps for the entire city boundary and for individual sub -areas for
2-, 10-, 25-, and 100 -year storm events. The capacity of the existing storm
drainage was evaluated to determine system capacity sufficiency using a
hydrodynamic hydraulic model. A comprehensive list of needed storm drainage improvements
was then generated. Mujahid's areas of expertise include hydrology, hydraulics, sediment
transport and advanced modeling.
Project Team Summary Qualifications Table
Highlighted below are the qualification of our team. Resumes are included at the end of this section.
INTMNMATINIIAI 4
25B-26
Safe Kamangar, PE,
20
M.S., Civil Engineering
Civil Engineer, CA, C70118
City of Brea, Pump Stations 2 and 3
!
PMP, CCM, QSD
B.S., Civil Engineering
Project Management
Rehabilitation
Project Manager
50%
Professional (PMP), 1863656
Certified Construction Manager,
I , Garden Grove Sanitary Distr ct Tiffany
6341
Pump Station Replacement
I Envision Sustainability
; - Moulton Niguel Water District, Paseo
1 Professional
De Valencia Sewer Lift Station
Qualified SWPPP Developer
i Rehabilitation
John Nagle, PE
F ---
--- — - ---
—(OSD 23059
-
ncipal-in-Charge
i 31
M.S., Civil Engineering
B.S., Civil Engineering
Civil Engineer, CA, 46972
i . City of Whittier, Pumping Plant No. 2
I
Also registered in NV, AZ, UT,
Replacement
5
5%
;
i and Guam
• R-28 Reservoir, P-27 Pumping Station
' -M.S.,
and PRV Stations 123,124, and 125
Charles Felmne, PE—
7
I
I Civil Engineering
Civil Engineer, CA, 84048
• City of Ontario, RW System
Project Engineer
B.S., Civil Engineering
Hyperion Secondary Effluent Pump
60%
Station
John Moynier, CEP,
T 36
M.A, Computer
;Certified Env ronmental —
Pacific Grove Local WaterPrejed
Long -Term Facilites Pian PER, OOCWD
CFM
Assisted Cartography
Professional, USA, 2014,
Area Drainage Master Study, Flood
QC Manager
B.S., Geography-
i #14041431
Control District of Madoopa County
15%
Ecosystems
Ceri fled Fkrodplain Manager,
': • Program Management for FloodSAFE
USA 2008, US -08-03663
California California DWR
Mujahld Chandon, PE
12
` B.S., Civil Engineering
; Civil Engineer, CA, 76633
City of Santa Ana, Storm Drain Master
Hydrology/Hydraulic
Plan
' Rev ew
City of Anaheim, Master Plan of Stone
2g%
Drainage for North and West Santa Ana
RiyerTdbutaryAreas_....-.......---
Kari Meier, PE
15
I' B.S., Civil Engineering
Civil Engineer, CA, 71713
City of San Buenaventura, Nath Bank
Technical Review
Construction Quality Management
Lit: Station Upgrades
10'/°
for Contractors, SPK-USACE-
• County of Orange, Los Alamitos Pump
02-18-00060
Station Reconstruction
- Spring Canyon Sewer Lit Station,
'_........ ---._..---_.___._...._..._....C__--
--
_..-- -
Newhall Count
INTMNMATINIIAI 4
25B-26
PROPOSAL
Civic Center 5tormwaterLiftStation Renovation OesignServices
_...----_--._...._..------------
Jerome Ruddins, CCM
-------- _.. --
34 ? B.S., Construction
- - -- --- ............._._..--------
; Certified Construction Manager,
1
Mesa Water District, Well Automation
ConstruchabiBy Review
Management
3172
Engineering
and Rehabilitation
10%
Siena Pipeline and Pumping Station
Certified Inspector of Sediment
City of Whittler, Pumping Plant No. 2
& Erosion Control, CA, 0783
Replacement
Qualified SWPPP Practitioner,
.
Arroyo Simi Lift Station, Moorpark
44
M.S., Civil Engineering
CivilCivil Engineer, CA, 32677
Gty of Santa Ana, Civic Center
Marek Przywara, PE
34 I M.S., Electrical
. Electrical Engineer, CA, 14537
^ .
City of Santa Ana, Civic Center —
Electrical Lead
Engineering
B.S., Civil Engineering
Stormwater Pumping Stations
20%
i B.S., Electrical
;
Preliminary Study
! Engineering
Alamitos
! .
North Bank LIR Station Upgrades
_
' CN!I Engineer, CA, 52764
'..
Los Alamitos Pump Station Recon. -�
.
Pebbly Beach Lift Station and Catherine
:._......_
Structural Engineer, CA, 4234
I .
Orange County Flood Control On Call I
Station.
..................... . _...t...._.._.
Yea Ping See, PE, LEED
_..-._L _....-.... — -
20 i B.S., Electrical
-.
........ - ----
---------.. _--
Electrical Engineer, CA, 17163
-Booster
-------- _..__
Coronado Transbay VFD/Switch Gear
AP
Engineering
LEED Accredited Professional
SECB,1437-0705
Replacement
Electrical Engineer i
Environmental
I Analysis and Design
Pechanga Sanitary Lit Station
25%
Fords Mains Rehabilitation Study & EIR I
10%
Regional Recharge and Recovery,
1 •
City of Newport Beach, Little Corona
Steve Slocum, PLS
Zone 1 Reservoir and Zone 2 Pump
Rich Davis, PE
1 39
; B.S., Electrical
1 Electrical Engineer, CA, E16036
Western Municipal Water District, Le
Electrical Engineer
Engineering
Siena Pipeline and Pumping Station
26%
I
MWRF High -Lift Pump #3 and Well 11:
~
—
Motor Bearip_ZNo!ses Evaluation —
Sal Sheikh, PE—
44
M.S., Civil Engineering
CivilCivil Engineer, CA, 32677
Gty of Santa Ana, Civic Center
Structural Lem
I I Structures
Also registered in AZ, NV, OH,
Stonnwater Pumping Stations
! 20%
B.S., Civil Engineering
UT, and Guam
i
Preliminary Study
Los Pump Slation Recon.
—+ --
—
Alamitos
FabioSanchez•Duran, I 38-
B.S., Civil Engineering
_
' CN!I Engineer, CA, 52764
'..
Los Alamitos Pump Station Recon. -�
PE, BE, SECB
Structural Engineer, CA, 4234
I .
Orange County Flood Control On Call I
Structural Engineer
Structural Engineer, USA.
' •
Walnut Avenue Overacssing Pumping 4
! 20%—
Alan AsF— himine
— 18
! BA., Environmental -�
SECB,1437-0705
_Plant
i •
OCSD Bay Bridge Pump Station &
Environmental
I Analysis and Design
i
Fords Mains Rehabilitation Study & EIR I
10%
1 •
City of Newport Beach, Little Corona
Steve Slocum, PLS
16
AA, Surveying
I
Professional land Sunreyor,
�.
Beach InfiI7_ation Projeoil
Masa Water District OC -04 Pipeline
Survey
CA, 9044
I
Rehabilitation/Replacement
10%
L
i
Certified Party Chief, CA
.
Sunflower Pump Station Rehabif talion,
I
FnuMain 1/ollau i
5ubconsultant
Michael Baker is Including C Below for potholing services. They have provided excellent services
on many past projects.
BEL®WC Below I Potholing
.• C Below offers professional locating and mapping services throughout Southern
California. Their highly experienced technicians utilize the most advanced equipment in the
industry. They locate horizontal and vertical locations of underground utilities Including water, gas
power, waste, communications, and cable/TV. Many different methods are used to locate these
utilities. These methods include GPR (ground penetrating radar), CCN, utility locators,
electromagnetic locators, and potholing.
,xt.nxcTi°s.,. 5
25B-27
Civic Center StarmwaterlrftStationRenovation. Design Services
Understanding of Need
Background
The City of Santa Ana (City) owns and operates two (2) stornwater lift stations located in the Civic
Center area, the Santa Ana Pump Station (Santa Ana PS) and the Flower Pump Station (Flower
PS). The Santa Ana PS is located adjacent to the retaining wall on the north side of Santa Ana
Boulevard; it pumps stormwater to a nearby culvert in Santa Ana Boulevard. The Flower PS is
located in the south-west corner of the Civic Center parking lot, adjacent to the retaining wall at
the Intersection of Flower Street and Sixth Street; it pumps stormwater to a 16 -Inch gravity pipe in
Flower Street. During the 2016 EI Nino season, the lift stations experienced Issues related to
leaking and flooding. Following the rainy season, the City contracted Michael Baker International
to perform a preliminary study to identify options and recommended upgrades. The study
identified upgrades to replace the mechanical and electrical equipment, perform site and building
improvements, and developed two alternatives for each pump station. The City's Parks
Department has selected Alternative SAII for the upgrade of the Santa Ana PS, and Alternative F1
for the replacement and upgrade of all associate equipment for the Flower PS's renovation.
The City Is soliciting proposals from qualified firms to prepare Plans, Specifications & Estimates
(PS&E) Contract Documents for the °Civic Center Stornwater Lift Station Renovation" project.
Project Goals and Understanding
The existing mechanical and electrical equipment within the two stormwater lift stations has reached
the end of its useful life. The City would like to upgrade both pumping stations to NFPA 820
compliant and improve the reliability and safety of the Santa Ana PS and Flower PS to prevent
flooding of the tributary Civic Center parking and walkway facilities, and to mitigate safety hazards
to City staff.
Based on Michael Baker's review of the RFP, our site visit, our discussions with the City staff and
our experience on similar projects, we have identified the following primary project objectives.
• Improve pump station efficiency, performance and reliability
• Improve pump station operational and maintenance safety.
• Assess the associated electrical equipment and overall site conditions at the pump station
and identify recommended improvements/upgrades.
• Develop contract documents for implementing the recommended upgrades.
• Complete design and construction prior to the rainy season. Given the scope of work,
anticipated bidding and contract approval time, and lead time for major equipment, this does
not seem to be reasonable; however, Michael Baker offers a solution as described in
Optional Task P in the following sections.
Based on the project objectives stated above, we have Identified the following key issues which
are critical to the success of this project:
• Identify the necessary electrical upgrades for the utility service and metering, including all
coordination required with SCE
• Identify and evaluate upgrades to the pump station electrical and site
IL TLPII Ai,a AAL a
25B-28
PROPOSSR1 M r as r m I
Civic CenterStarmwoterUftStationRenovallonDes%nServices
• Identify the preferred upgrade solution(s) based on financial and O&M considerations.
• Evaluate shutdown limitations and construction sequencing
Key items regarding the project approach are electrical safety and maintenance oonvenlence and
providing protection of electrical equipment against harsh environment and sun exposure.
Michael Baker will meet with the City to develop a detailed sequence of work and coordinate and
finalize shutdown constraints (Including duration). Sequence of work will address the following:
• Cooperation between contractor and City personnel
• Dates and durations of construction and all shutdowns to be approved in advance by City
In order to prevent flooding.
Following sections described specific upgrades and Issues for each pump station.
Santa Ana Pump Station
The Santa Ana PS was constructed in 1963 as part of the Civic
Center Construction Program, and operates during a storm to prevent
flooding of the parking structure and southern walkways. The pump
station is a vertical concrete structure with a concrete slab separating
the lower wet well from the upper dry well. The dry well Is set three
feet below grade and houses three pumps and the electrical
equipment: the pumps are 60 horsepower (hp), 30 hp, and 15 hp and
are driven by electric motors, and the 60 hp pump and motor were
replaced in 2016.
After thorough review of the existing documents and Scope of Work,
Michael Baker has identified the following proposed upgrades to the
Santa Ana Pump Station:
• Pump and motor replacement: remove and replace the two
(2) older pumps, and keep the larger pump installed in 2016.
Replace all three (3) of the existing pump motors with
explosion proof motors.
• Sump pump replacement: Remove the existing sump pump and replace with a %z hp
explosion proof, solids handling sump pump.
• Piping and valve replacement: Remove and replace the existing piping and valves In kind.
• Structural improvements: Patch the existing concrete structure, seal penetrations, and
provide Basketed roof seals. Remove and replace the metal enclosures over Isolation
valves.
• Mechanical Improvements: install a new HVAC system and seal openings between the
wet well and dry well to declassify the dry well and comply with NFPA 820 requirements.
• Electrical improvements: Remove and replace the existing electrical equipment to comply
with NEC and NFPA 820 requirements.
• SCADA: The existing RTU Panel, which provides monitoring and alarming signals to the
City's SCADA system, will remain as is. Re -wire and re -terminate the wiring to and from
the RTU panel as required.
IN189l Fna•AL
25B-29
PPOPOSAL?n
Civic CenterStormwowLfftStationRenovctfon DasignServicas
• Instrumentation: Remove the existing bubbler level Instrument and install new pressure
transducer. Float switches will be provided as back-up to the new pressure transducer.
Install an intrusion switch to notify the City when the hatch door is open.
Flower Pump Sfaflon Upgrades
The Flower PS operates during a stone to prevent flooding of the parking lot near the intersection
of Flower Street and Sixth Street. The pump station is a vertical concrete structure with a metal
grating separating the lower wet well from the upper level that houses the electrical equipment.
The existing pumps are 10 hp and 20 hp axial flow pumps, and are driven by electric motors.
During a storm, water cascades through the floor grating and into the wet well, and the grating
serves as a coarse screen for debris. During the 2016 site visit, Michael Baker noted a significant
amount of debris and trash was present on the grating and within the wet well. In addition to the
debris, Michael Baker noticed that the wet well was completely full, although electricity was being
provided. This could Indicate that the control system is not operating as intended,
The proposed upgrades at the Flower PS include:
• Pump and motor replacement: Remove existing horizontal -axial pumps and replace with
explosion proof submersible pumps installed on guide rails.
• Piping and valve replacement Remove and replace the existing piping and valves.
• Structural Improvements: Modify the existing
structure to accommodate the submersible pumps,
Including adding structural reinforcement, safety rail,
and access hatches. Patch the existing concrete
structure including roof hoist. Remove and replace
existing metal grating, the new grating will cover the
entire floorspace.
• Site & drainage improvements: Modify local site
grading and install a Continuous Deflection System
(CDS) Stormwater Treatment Unit to capture debris before it enters the wet well. The CDS
unit will decrease maintenance requirements for debris removal, and will better prevent
debris from reaching and potentially clogging the pumps.
• Electrical Improvements: Remove the existing electrical equipment and replace with
outdoor NEMA 3R NEC compliant electrical equipment. Replace remaining electrical
equipment within pump station (lighting, receptacle, etc.) with Class 1 Div 2 rated
equipment. Seal conduit penetrations to the pump station and provide explosion proof
conduit fittings to comply with NEPA 820 requirements.
• SCADA: Install a new NEMA 4X Remote Terminal Unit similar to the unit at the Santa Ana
PS Including a Yagi directional antenna. The new RTU Panel will provide monitoring and
alarming signals to the City s SCADA.
• Instrumentation: Remove the existing level instrumentation and install new pressure
transducer and back-up float switches. Install an intrusion switch to notify the City when
the hatch door is open.
i•r[aeanoxu• a
25B-30
PROPOSAL N' x" A ,
Civic Center5tormwoterLiftStation Renovation Design 5'ervtces
Tasks and Deliverables
Michael Baker has reviewed the City's proposed scope of work detailed In Attachment 1 of the
RFP, and has included a complete outline of the tasks and deliverable in the Scope of Services
Section. Optional tasks have been identified, as described in the Suggestions or Special
Concerns section below.
Suggestions or Special Concerns
The following optional tasks have been identified in addition to the tasks listed in the RFP. We
believe these tasks will provide additional value to the City.
Task N — Field Survey
Due to the proposed re -grading near the Flower PS for installation of the CDS Stormwater
Treatment Unit, a field survey of the area will be required to determine existing conditions. To
limit the cost of this task, a small survey area was assumed. The field survey of this area can
be completed by a 1 -man survey crew within one day. Field Survey of the Santa Ana PS Is not
included in this task, since there are no proposed regrading activities.
Task O — Potholing
If utilities are discovered around the proposed CDS Stormwater Treatment Unit and storm
drain, Michael Baker will (at the City's request) identify and coordinate field potholing activities
to verify the vertical and horizontal location of critical utilities. The potholes will be performed
using vacuum excavation technology. The potholes will be backfilled with native soil or fill
sand. A permanent surface patch will be provided at each pothole location.
Task P — Design of Temporary Pumping System
The RFP states that the City's goal is to complete construction prior to the rainy season.
Based on the preliminary schedule developed, this will not be feasible due to the listed Design
Services Project Award Date (July 17, 2018), and an anticipated construction duration of 5-6
months. Construction duration will be dictated by the lead time for the pumps, which is
typically 3 months from approved submittals. To mitigate the City's concerns related to the
2018 rainy season, Michael Baker can provide a design for a temporary pumping system prior
to the rainy season. The temporary pumping system could be put in place by the City or an
on-call Contractor.
The following potential value engineering opportunities have been identified during preparation of
this proposal:
Provide a floor drain in the Santa Ana PS to mitigate the electrocution hazard that is
present. Although the dry well will be sealed as part of Alternative SAI, the existing
electrical equipment will remain below grade,. and may be subject to flooding throughout
the lifespan of the pump station. A floor drain mitigates the electrical hazard by preventing
ponding of water as long as the pump station is operational. A gas-tight seal will be
required at the floor drain.
L
INTYRXLTIONAL 9
25B-31
Civic CenterStormwowLi(tStationRenovation Design Services
Propose removal of pumps at the Flower PS from the parking lot via a small truck mounted
crane. This would eliminate the roof hatches, associated structural reinforcement, and
handrail at the Flower PS. Access to the roof is from the Civic Center entrance/exit, and
roof access from this area presents traffic and safety concerns. Potential advantages
Include cost savings, improved access to the pumps for maintenance, and aesthetic
improvements. Michael Baker will discuss this option with City staff at the project kickoff
site visit.
Michael Baker's in-house Surface Water Department developed a detailed master plan of
the City's Civic Center in 2016. The data gathered during the master plan will be reviewed
to verify the conclusion of the preliminary study that the pumps are correctly sized. This
detailed information will provide added value to prevent future flooding, and may provide
an opportunity to reduce the pump size, thus reducing capital, operation, and maintenance
costs for the City.
INTI RN ATIYNAL 10
25B-32
f
MPOSAL
CivicCenterStormwaterLi(tStationRenovadon Design58rvices r:
•...x
Relevant Project Experience
Michael Baker is a leader in the field of water resources engineering and provides a full range of
professional services from analysis, concept through design, and construction support services.
Michael Baker has proven experience in developing practical and cost-effective solutions to meet
water resources design challenges. Within the last five years we have completed design for
numerous projects which demonstrate the ability of our experienced Project Team to efficiently
and effectively support the City of Santa Ana on this contract. Our team's work on the Stormwater
Pumping Stations Preliminary Study performed for the City in 2016, In conjunction with
development of the City's Storm Drain Master Plan — Including the area of the subject site, brings
great insight and background for proposed project Improvements
A sampling of relevant projects includes the following:
.fYwtki��.:flCF'.Y"atm;'•a�v.:i=etYJyAd`dLr�;.::+r:•S%:a•",+��.;}.i::; S;iW.?�;tS3>7:Se.L-r: �'ykw'a#:c:.i;:.+1Ci^:a�i�1:5F•t,�-„iWfNFl•;;:g1.�:TlJ'ies:.,yylri:):.a.�
Stormwater Pumping Stations Preliminary Study I Santa Ana, CA
Client: City of Santa Ana, 20 Civic Center Plaza, Santa Ana, CA 92702-1988
Reference: Mr. Sean Thomas, (714) 647-5655
Year: 2016
Team Members Involved: Marek Przywara (Electrical Engineer); Sal Shaikh (Structural Engineer)
Michael Baker provided engineering services for
evaluation of two stormwater pump stations located within
the Civic Center area. Each pump station experienced
leakage and flooding problems during the EI Nino season
of 2016. The study consisted of on-site Inspections and
visual assessments of the structure, electrical equipment,
mechanical equipment, and general conditions of each
facility. Alternatives and preliminary costs were developed
for both pump stations. The Santa Ana Boulevard Pump
Station is located adjacent to the retaining wall on the north
side of Santa Ana Boulevard; and pumps stormwater to a
nearby culvert in Santa Ana Boulevard. The Flower Street
Pump Station is located in the southwest comer of the
Civic Center parking lot, adjacent to the retaining wall at the intersection of Flower Street and
Sixth Street; and pumps stormwater a 16 -inch gravity pipe in Flower Street
Yi.'tifYN.da :i-1vL'-3Wi2i 3'hP..L':Riy+r'SS.ce,.n,.'w '.'4%Jlv!"� M.\::fs+:w. +, .t :we'Y.`<>'�Ma[xY."!•ii^'iE>.i S�i. li'i?�:.i:.-M W4 Afe`d4' h• aa:Sp%A
Santa Ana Storm Drain Master Plan I Santa Ana, CA
Client: City of Santa Ana, 20 Civic Center Plaza (M-30), Santa Ana, CA 92702-1988
Reference: Ms. Mindy Ly, Senior Civil Engineer, (714) 647-5665, miv(csanta-ana.oro
Year: 2016 (Phase 1) Additional modeling is ongoing
Team Members Involved: Mujahid Chandoo (Engineer, Hydrology/ Hydraulic Analysis)
Michael Baker provided professional engineering services to update the city's storm drain master
plan. The city has an established drainage system with some segments over 50 years old and
other segments recently constructed. The last city-wide hydrology and hydraulic analysis of the
CSIM
INTCAR TONAL 11
25B-33
PAOPOBAL
Civic CenterStamwaterLiRStallonRenovvaoaDesign5ervires
.. .., ,..:...1...r_..:..:. y::
entire storm drain was completed in May 1994. Michael Baker analyzed the city's main line
drainage system to ensure consistency with Orange County requirements and prepared a
hydrology study for the entire 28- square miles drainage area. The hydrology was divided into
seven sub -watersheds, each draining to County regional flood control facilities. The 10-, 25-, and
100 -year discharges were calculated in accordance with Orange County Hydrology Manual
(OCHM). Small Area hydrographs were prepared for each inlet catch basin location for use in the
hydraulic routing analysis. Existing inlet capacity was evaluated and rating curves for the captured
flow (to the storm drain) were developed.
The capacity of the existing storm drainage was evaluated based on the Orange County design
criteria to determine system capacity sufficiency utilizing a hydrodynamic hydraulic model. A
comprehensive list of needed storm drainage improvements was then generated. Michael Baker
performed a 1 D/2D hydraulic analysis to evaluate existing facilities and recommend feasible
ultimate storm drain sizes based on the hydrology study results. The existing condition results
were correlated using pictures and maintenance records of known flooded locations and recent
January 2017 storms. The hydraulic analysis also evaluated the tailwater for tie-in location at the
existing County regional drainage systems. HEC -RAS was performed for these regional channels
using design discharges from As-Builts or FEMA studies.
Michael Baker also provided an Esri ArcGIS geodatabase of city storm drain facilities, including
storm drain pipes, city -owned drainage channels, manholes, catch basins, and culverts. The
results of the 1 D/2D hydrodynamic model generally result in smaller pipe sizing than traditional
steady state or normal depth models. This results in a costs savings for the city.
.f4"IallY/Fdw°t�z_i.4WMA 0IMS!Wt! u11761UX �;y. WQC' i'.i+l±v€M. 10 vNIXV.QLQi 4C i �Fi lwsr,.3
North Bank Lift Station Upgrades I San Buenaventura, CA
Client: City of San Buenaventura, 501 Poli Street, Ventura, CA 93002
Reference: Ms. Betsy Cooper, Senior Civil Engineer (805) 654-7848, ec000eKa_Dventurawater.net
Year: 2018
Team Members Involved: Karl Meier (Project Manager), Marek Przywara (Electrical Engineer)
Michael Baker performed detailed hydraulic analyses of the lift
station and force main to establish a baseline for the actual
hydraulic capacity of the sewage conveyance system and identified
deficiencies and capacity limitations. Michael Baker also analyzed
the existing NBLS and force main under projected peak flows to
determine the extent of upgrades required to convey future peak
flows. The existing electrical and control system were also
evaluated with recommended upgrades Identified. As a part of this
project, Michael Baker also met with City Engineering and
Operations staff to discuss existing operation and maintenance
issues at this 3,200 gpm dry/wet-pit lift station to ensure that these
issues would be addressed as a part of the overall upgrade project.
Michael Baker developed a comprehensive PDR that considered
four upgrade alternatives and corresponding cost estimates to
IIRINYAT19RAt 12
25B-34
PROPOSALw 4�
Civic Center5tormwaterUft5totionRenovation Design Service
s
address both capacity limitations and operation and maintenance issues. Michael Baker then
completed final design of the selected upgrades which consist of.
• Removal of three (3) existing VFDs and installing four (4) new PowerFlex 753 VFDs.
• Installing new wiring between new VFDs and new motors.
• Installing additional digital input and analog output card for PLC
• Removal of existing in-line grinder electrical distribution and control panel and wiring.
• Removal of three (3) existing pumps and motors and install four (4) new vertical shaft driven
dry pit screw type pumps and motors equipped with flywheels.
• Removal of three (3) existing in-line grinders and installing 8 -inch diameter suction pipe and
eccentric reducers at all four (4) pump locations.
• Removal of existing 4 -inch and 6 -inch discharge pipe and valves at three (3) pump locations
and replacement with 8 -Inch diameter discharge pipe, plug valves and eccentric reducers at
all four (4) pump locations.
• Removal of existing 6 -inch swing check valves and replace with 8 -inch non -slam rubber
flapper swing check valves.
9 Y++'5.5+ .t+;r�LRK <n` iWY.Ha! hNFAiwS?'4#..`7` ' ri.'PSnEa}AY1 3eX3iilS&.:,q.;rNKR'Z.`'PU[ &Nt?bKJFYS?4"IR IIWK0,*.k'ViW45 !r� �.n{M".W"
Reconstruction of the Los Alamitos Pump Station and Retarding Basin
Orange i Los Angeles Counties, CA
Client: County of Orange, 300 North Flower Street, Santa Ana, CA 92703
Reference: Mr. James Volz, Principal Engineer, (714) 647-3904, iames.volz(a�ocaw.ocoov.com
Year: 2014 (Construction)
Team Members Involved: Sal Sheikh (Structural Engineer), Fabio Sanchez -Duran (Structural
Engineer), Karl Meier (Project Engineer); Yee Ping See (Electrical Engineer)
Michael Baker provided preliminary and final design, construction support, and commissioning
services for the design of a new 800 -cubic -feet -per -second (516 MGD) stormwater pump station
with engine -driven pumps to replace an existing pump station facility. The original Los Alamitos
Pump Station was constructed In 1958 to pump storm water from low-lying marshlands up to the
San Gabriel River.
Pump Station. The pump station includes four (4) vertical mixed
flow pumps with a design capacity of 129 MGD. Each pump is driven
by a 1500 hp dual -fuel engine (natural gas and propane). Engine
related components include a compressed air starting system,
primary and secondary jacket water cooling system, natural gas
primary fuel system, and propane back up fuel system. The pump
station also includes a low -flow pump station with submersible pumps in a separate wet well with
a total capacity of 5 MGD.
Force Main Rehabilitation and Condition Assessment. Each pump discharges into a new 54"
force main, which connects to a rehabilitated 54" force main that siphons under the Haynes Steam
Plant intake open channel, and discharges to the San Gabriel River. The existing force mains
were originally RCP. As part of the project, a condition assessment was performed including a
riminvilm
IN1i NNNTIONAL 13
25B-35
PROPOSAL
Civic Center 5tormwaterUftStationRenovatianDesign Sarvices
. ,
CCTV Inspection and concrete core samples taken out of the manhole structure. The assessment
found that the existing force mains were in sufficient condition for rehabilitation instead of
complete replacement. The final design included a structural CIPP liner for each force main.
Electrical and Instrumentation. Electrical and instrumentation design was
provided for the entire pump station including the submersible pump
station, compressed air, cooling system, fuel systems, building lighting and
HVAC. The design also Included a 280 kW generator to back up loads at
the pump station except for the main pumps, which have a separate
propane back up system.
Structural. Structural design was provided for the 130' by 55' building wf ; ,
with separate rooms for the engine, electrical equipment, compressed �_..:
air, and storage. Reinforcement for the roof accommodated a 5 -ton `r
bridge crane lifting system that reaches all areas within the engine
room. Design also included a 30' deep main wet well separated by bay walls for each pump, a low
flow wet well, and an inlet apron to transition to the retarding basin.
Site Civil Design and Phasing. Site civil design included design of paving, grading, drainage,
access roads, and yard piping. Design also Included locating equipment such as a generator,
propane tanks, air receiver tank, storage building, electrical equipment, and a storage building.
Constraints of the site civil design included working around an environmental wetland, keeping the
existing pump station in service, an existing overhead transmission line going through the site,
and fire department access requirements
Architecture and HVAC. Architectural and HVAC design was provided to meet the requirements
of the County of Orange, City of Long Beach, and City of Seal Beach. The building included
masonry walls with stucco finish, and a tiled roof facing the nearest residents. Ventilation design
includes a series of 12 exhaust fans.
Construction Support and Commissioning. Extensive construction support was provided by
the Michael Baker team in the form of shop drawing reviews, RFI responses, regular meetings,
and construction observation. Some of the biggest issues that came up during construction were
complying with fire department requirements, and environmental permitting requirements.
Commissioning services were provided to assist the County with setting the requirements for
starting up the pump station and making it fully operational.
Additional Support. There was a myriad of other critical support services provided on this project
that all contributed to the success of the project, including multi -agency permitting and
coordination, CEQA compliance, regulatory permitting (Army Corps, Department of Fish and
Wildlife, RWQCB), survey, landscape design, stormwater compliance, geotechnical, physical
modeling, dry utility coordination, acoustical analysis, and public outreach.
comm—
IRTCNNRTIOX,IL 14
25B-36
PROPOSAL
Civic CenterStormwaterUftStcrdon Renovation DesignServices
Whittier Pumping Plant No. 2 Replacement Project I Pico Rivera, CA
Client: City of Whittier, 13230 Penn Street, Whittier, CA 90602-1772
Reference: Mr. David Pelser (former Director of Public Works for City of Whittier, now with
Meridian Service Metropolitan Water District) (562) 298-8476, David dmrmetro.org
Year: 2016
Team Member involved: John Nagle (Project Manager), Marek Przywara (Electrical Engineer),
Sal Sheikh (Structural Engineer), Fabio Sanchez -Duran (Structural Engineer), Jerome Ruddins
(Construction Management)
Michael Baker provided design engineering services and
construction phase support, Including full-time construction
management and inspection services, for the Whittier Utility
Authority's (WUA) Pumping Plant No. 2, which was originally
constructed in the 1930s. During the preliminary design phase,
Michael Baker conducted a comprehensive hydraulic analysis of
WUA's water supply and distribution systems, reviewed WUA
pump station operations and control schemes, and Identified off-site improvements that would
increase the operational capabilities of their existing distribution facilities. The WUA expanded the
scope of the PP2 Replacement Project to incorporate these improvements and also to upgrade
their Supervisory Control and Data Acquisition (SCADA) system at all of their facilities.
The final design of the PP2 Replacement Project addressed several different critical design
issues, including mitigating the potential for liquefaction resulting from a seismic event using an in-
situ soil remediation system, developing a pumping facility layout that makes the potential future
conversion from electric motors to gas engine -driven pumps possible, ensuring that the operation
of the new facility continued to meet all existing water quality requirements of the State of
California's Division of Drinking Water (DDW), and developing a comprehensive five -phase
construction program to ensure continuous water supply for WUA throughout the project.
Michael Baker Identified off-site Improvements to increase operational capability of existing
facilities; evaluated pump station and control schemes; provided hydraulic analysis; and
performed structural and electrical engineering, surveying, and mapping. Michael Baker also
provided final plans, specifications, and estimates (PS&E); CEQA compliance (notice of
exemption); and construction management and inspection.
Completed in February 2016, the new Pumping Plant 2 Facility was re -dedicated as the Marshall
R. Bowen Pumping Plant and includes a 18.9 -MGD pump station with 17,500 gpm of pumping
capacity to enable WUA to pump during off-peak periods and reduce power costs; two 2.2 -MG
above -grade steel reservoirs to serve as the forebay and provide operational storage; a 6,400 -
square -foot pump building, including office space for water production and pumping plant
personnel; new piping and control valves at off-site reservoirs; and upgraded SCADA and radio
communication facilities throughout the entire WUA service area.
C3233MI—_
INTNNNATIONAL 15
25B-37
PROPOSAL1M,
Civic Center StormwoterLiftStatianRenavoticngesignServIces
Avalon Catherine Booster Station and Pebbly Beach Lift Station CIP Projects
Avalon, CA
Client: City of Avalon, 410 Avalon Canyon Road, Avalon, CA 90704
Reference: Mr. Bob Greenlaw, Public Works Director. (310) 510-0220,
boreenlaw(ftitvofavalon.com
Year: 2017
Team Member Involved: Marek Przywara (Electrical Engineer)
Michael Baker provided design and construction services for the Avalon Sewer CIP Electrical
Improvements Project that consisted of upgrades to electrical infrastructure for the Catherine
Booster Station and Pebbly Beach Lift Station, Including City SCADA integration.
The Catherine Booster Station required replacement of the existing Motor Control Center (MCC)
line-up with a new MCC panel and included the following tasks: removing of existing MCC panel
and replace with new NEMA4X rated MCC, MCC panel line-up included the control panel with
Misslon Communication RTU and SCADA communication equipment; replacing existing cables to
(2) 120 HP booster pumps; replacing main 400 -amp feeder incoming to the new MCC panel;
reconnecting all existing equipment to new panel including ATM power next to panel; reconnecting
existing instrumentation, control and signal wires to new panel terminal strip; providing conduits
entering or leaving the vault with the approved duct seal. The project also included heater/fan
system to prevent condensation; panel lighting and duplex 20A 110 VAC power plug; Ethernet
switch; phone jack to access existing telephone connection and Sensaphone RTU; spare I/O cards
for future SCADA upgrade in panel, etc.; and providing specification and engineering cost estimate.
The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and
electrical distribution equipment from the vault and installing the new NEMA 4X rated meter main
and distribution equipment above ground level. The project included the following tasks;
coordination with SCE; removal of existing NEMA 1 rated Edison Meter Switchboard from the dry pit
and replace it with new 250 Amps NEMA 4X rated Metered Switchboard; intercepting existing
Edison conduit and re-routing to new meter panel; removal of NEMA 1 rated City -owned Auto
Transfer Switch (ATS) from the dry pit and replace it with new 250 Amps NEMA 4X rated above
ground ATS; removal of sub panel and step down transformer from the dry pit and replaced it with
NEMA 4X rated Mini Power Center (MPC) panel above ground; replacement of non -explosion proof
lights, receptacles, sensors and auxiliaries with the explosion proof equipment in the dry pit;
providing explosion proof fittings/seals for all cables entering or leaving the vault (dry pit).
. R
IR I R R N RI IO N RL 16
25B-38
ROPOSAt
Civic CenterStarmwaterLiftStotionRenovationDesign Service's
Demonstrated Experience in Pump Station Design
The table below Is a partial list of pump station projects Michael Baker has designed, demonstrating
the depth of experience we bring to this project.
Proven Experience In Pump station Design
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In T9RR9TIr19e 17
25B-39
PROPOSAL
Civic CenterStormwoterLiftStationRenovadonDesign Services rT W. }
References
Mr. David Pelser
(former Director of Public Works for City
of Whittier, now with Meridian Service
Metropolitan Water District)
(562)298-8476
DavidCa)mrmetro.oro
City of Whittier
13230 Penn Street
Whittier, CA 90602
Project., Whittier Pumping Plant No. 2
Replacement Project
Year. 2016
2. Ms. Betsy Cooper, Senior Civil Engineer
(805)654-7848
ecooDer(rDventurawater.net
City of San Buenaventura
501 Poli Street, Ventura, CA 93002
Project., North Bank Lift Station
Upgrades
Year. 2018
3. Mr. Bob Greenlaw, Public Works Director
(310)510-0220
bareenlaw(dcitvofavalon com
City of Avalon
410 Avalon Canyon Road
Avalon, CA 90704
Project., Avalon Catherine Booster
Station and Pebbly Beach Lift Station
CIP Projects
References for Project Manager
Safa Kamangar
1. Mr. Danielle Mueller, Utilities Manager
(562)904-7110
DMueller@downevca.oro
City of Downey
11111 Brookshire Avenue
Downey, CA 90241
Project Blandwood Rdrrrue Ave Lift
Station
Year, 2016
2. Mr. Chino Consunji, Director of Public
Works
(626)939-8416
CConsunii(awestcovina.oro
City of West Covina
1444 W Garvey Ave S,
West Covina, CA 91790
Project., Azusa Sewer Lift Station
Year., 2017
3. Rodney Woods, Director of Engineering
(949)831-2500
RWoods(2mnwd.com
Moulton Niguel Water District
27500 La Paz Road
Laguna Niguel, CA 92677
Project., Paseo DeValencia Lift Station
Year. 2017
INYIAIAT104/L 18
25B-40
.Resumes
00�
mM
.Resumes
PROPOSAL
,
GvicCenter5tormwoterUftStationRenovation Design SoNices R
Safa Kamangar, PE, PMP, CCM, QSD
Project Manager
Mr. Kamangar, recently joined Michael Baker and brings over 20
years of experience in water, wastewater, and water reuse,
planning, design, and construction management in both the
Years of Experience: 20
private and public sectors. His previous experience includes
design engineering, staff augmentation, on-call contract
Education/Traintng:
M.S., 2000, Civil Engineer ng,
consultation, program management, design -build owner
university of Tehran
representative, construction management, and resident
B.S., 1997, Civil Engineering,
engineering. As a design engineer Mr. Kamangar, has
Azad university, Iran
performed hydraulic calculations, mechanical design, detailed
design drawings, development of specifications, site work, and
Licenses/Certifications:
field calculations. As a Construction Manager, he has been
ProfessCaliforniionalEngine
professional Engineer,
responsible for construction oversight, schedule management,
budget tracking, and contractor negotiations
Project Management;
Professional (PMP), 1863656
Project Experience
Certified Construction Manager, -_
6341 t
is
Storm Drain Pump Station SD•03, City of Long Beach.
Qualified SWPPP Developer x
Preparing complete design package for upgrading the existing
(QSD), 23059
storm drain pump station SD -03, which Included replacing
Envision
existing pumps with three new each 31,500-gpm vertical
ProfeSustainability
Professional
turbine pumps, installing new VFD's, trenchless relining of
existing discharge piping, installing new gate valves, and
OSHA 30 -Hour construction
a
installation of a new 1 -MW gas engine standby generator.
Outreach Training
p OSHA 40-HourHAZWOPER
Paseo De Valencia Sewer Lift Station Rehabilitation.
Certification
Moulton Niguel Water District. Including removal of existing
Confined space Training
pumps and installation of two new pumps, piping and new
Honors and Awards;
electrical components. Project also included evaluation of
It
existing wet well structure and lining and recommendations for
Recipient of Orange County
structural and lining repairs.
Engineering Counc l's 2o1z
Young Engineer Award
Azusa Avenue Sewer Lift Station. Ci of West Covina.
City
Redpient of 013DBIDi Western }
Region's 2013 Distinction
Project included removal of two existing pump stations and
Award r
constructing a brand new submersible wet well type pump
station and controls, Including backup generator. Project also
I professional Affiliations:
included designing a by-pass system and providing sequence
I American Public works
of construction.
I Association
American Society of Civil
Tiffany Pump Station. Garden Grove Sanitary District.
i Engineers
Project Manager in charge of design and engineering
American waterworks
calculations and developing 50%, 90% and final plans and
Association
specifications for replacing the existing Tiffany sewer pump
Iranian American Society of
station, influent gravity lines, and forcemain.
Engineers and Architects
IOrange
county water
Western Pump Station Replacement. City of Glendale Water
1 Association
;project
& Power. Design and Construction Management of GWP's
Management Institute
existing pump station Including sizing a 200 hp and a 400 hp
MMEM
InTennAT'IGnAI Safe Kamangar, P.E., PMP, CCM, QSD
25B-42
PROPOSAL
Y CrvicCenter5tormwaterLi(t5tationRenovoVonDesign5ervices '
horizontal split case pumps and motors, piping modifications, new electrical service, VFD's,
instrumentation and controls.
Portola Hills Lift Station Abandonment. Irvine Ranch Water District. Project Manager for
preliminary and final design. This project consisted of abandoning the PHSLS, which is located
near the intersection of Glenn Ranch Road and Saddleback Ranch Road. As part of the
abandonment of the PHSLS, this project included Installing approximately 4,000 linear feet of
new 12 -inch diameter gravity sewer, and Increasing capacity of 1,300 linear feet of existing 8 -
inch sewer. The increase In capacity occurred in Glenn Ranch Road from Portola Parkway to
Ellipse Street. It was proposed to remove the existing 8 -Inch line and replace it with a 12 -inch
sewer in the same trench. Another option was to install 1,300 feet of 12 -inch sewer in a new
alignment and abandon the existing line in place.
Blandwood Rd/True Ave. Sewer Lift Stations Replacement. City of Downey — Resident
Engineer for construction of a new sewer lift station to replace two existing stations, including
wet well, pumps, wash down system, electrical and controls. Project also included
constructability review and value engineering, which resulted in substantial changes in the
original design for betterment of the project.
Arantine Hills Sewer Improvements. City of Corona. Construction manager overseeing a
team of 3 Inspectors and 2 project engineers, managing 3 separate contractors for construction
of a new sewer lift station, overflow structure, forcemaln, and gravity sewer, for a total
construction cost of $7M.
Edgewater Sewer Lift Station, City of Huntington Beach - Construction manager for
construction of a new wet well type sewer lift station, forcemain, piping, electrical and controls.
Project includes construction of 30 -ft deep wet well structure less than two miles from coast line
which required extensive dewatering and monitoring program, for a total construction cost of
$4M.
Algonquin Sewer Lift Station. City of Huntington Beach. Project Manager. Managed project
that consisted of keeping operational of existing Algonquin Lift Station while constructing a new
station adjacent to the existing one. Project included construction of concrete structure 35 -ft
deep, construction of valving and metering vault, construction of new sewer mains, force mains,
and manholes, installation of new power and control system, and provided start-up protocol and
check list.
La Bonita Park Water Facility. City of La Habra, Engineering Manager leading the design
team for this $12M Water Facility Design/Build Project. project consists of construction of a new
water reservoir, a new pump station with 5 vertical turbine 200 -hp pumps, construction of a flow
control facility with three different operational modes (most complicated Cie Valve to date),
equipping of a new well, construction of pipelines ranging from 8 -in to 24 -in, and site restoration
and park improvements.
San Joaquin Booster Pump Station. Laguna Beach County Water District Project Manager.
Managed design and construction managementtinspection of upgrading District's existing
Booster Station. Project included removal of two existing split -case pumps and installing three
new vertical turbine booster pumps and removal and installation of new electrical system and
controls, while keeping existing building intact and in service.
ixteux Arlo Mt,. Safa Kamangar, P.E., PMP, CCM, QSD
25B-43
PROPWAL `
Civic Center StormwaterLiftStationRenovation Design, Services
John Nagle, P.E.
Principal -in -Charge
Mr. Nagle has practiced in the field of civil engineering for many
years and has extensive experience in planning, designing, and
providing construction support services for major water and
wastewater facilities. He has been responsible for the
preparation of numerous construction plans, specifications and
cost estimates for water and sewer pipelines, water pumping
stations, wastewater lift stations, wells, and reservoirs. He has
also prepared master plans for both municipal and private -
sector clients for potable water, sanitary sewer, and recycled
water systems. Mr. Nagle has used his combination of planning
and design experience to prepare capital improvement
programs, condition assessment studies, and engineering
feasibility studies. He is a proven Team Leader and well-
respected Project and Task Manager, committed to delivering
technically sound and innovative design solutions.
Project Experience
Whittier Pumping Plant No. 2 Replacement Project, Pico
Rivera, California. City of Whittier. Project Manager. Michael
Baker provided design engineering services and construction
phase support, including full-time construction management
and inspection services, for the replacement of Whittier Utility
Authority's (WUA) Pumping Plant No. 2, which was originally
constructed in the 1930's. The new PP2 facility includes a new
18.9 -MGD pump station, with 17,500 gpm of pumping capacity
to enable WUA to pump during off-peak periods and reduce
power costs; two 2.2 -MG above -grade steel reservoirs to serve
as the forebay and provide operational storage; a 6,400 -
square -foot pump building, Including office space for water
production and pumping plant personnel; new piping and
control valves at off-site reservoirs; and upgraded SCADA and
radio communication facilities throughout the entire WUA
service area.
OC -44 Pipeline Rehabilitation/Replacement Project,
Orange County, California. Mesa Wafer District. Task
Manager. Mesa Water District selected Michael Baker to
complete a Rehabilitation/Replacement Evaluation and
Cathodic Protection Study for the OC -44 Pipeline. The OC -44
pipeline runs approximately 8.6 miles through Orange County.
Michael Baker provided a comprehensive plan to investigate
the condition of the existing pipeline, evaluate repair and/or
replacement strategies, and identify permitting and follow-on
technical studies required to implement the recommended
strategy. Final design (PSBE) was prepared for the selected
alternative.
Years of Experience: 31
Education/Training:
M.S., 1996, Civil Engineering,
Loyola Marymount University
B.S., 1987, Civil Engineering,
Loyola Marymount University
Licenses/Certifications:
Professional Engineer - Civil,
California, 1991, 46972
Professional Engineer - Civil,
Nevada, 2001,14762
Professional Engineer- Civil,
Utah, 2009,7214109-2202
Professional Engineer - Civil,
Arizona, 2009, 49684
Professional Engineer - Civil,
Guam, 2015, CE 1850
Water Rights Surveyor, Nevada,
2001,1101
Professional Affiliations:
American Public Works
Association, Southern
California Chapter, Member
American Society of Civil
Engineers, Orange County
Branch / Los Angeles Section,
Member
American Water Works
Association, Member
Orange County Water
Association, Member
i Additional Projects:
0 R-28 Reservoir and P-27
a Pumping Station`
I � R-29 (2760 Zone) Reservoir
and P-29 Pumping Station
? SNWA 34OC-02 Hacienda
Pumping Station
Improvements
i P C1244 Fries 2635 Zone
Reservoir / 274.5 Zone
Pumping Station
INT[NnRnaNll John Nagle, P.E.
25B-44
PROPOSAL " ffit mq
Civic CenterStormwaterLiftStatfonRenovation DeslgnServlces „!
Charles Falzone, P.E.
Project Engineer
Mr. Falzone is a Civil/Environmental Engineer with experience in
design of water and wastewater infrastructure with broad
understanding of civil, mechanical, process, electrical and
Instrumentation design of treatment plants and water
conveyance.
Project Experience
Recycled Water Delivery System, Ontario, California. City
of Ontario. Project Engineer. Responsible for process control
narrative and start-up of the irrigation booster pump station.
Michael Baker prepared plans, specifications, and estimates
(PS&E) for the City's new backbone recycled water distribution
system. The system includes over 10 miles of recycled water
PVC pipeline ranging in size from 8 -inch to 24 -inch diameter, a
new irrigation system booster pump to irrigate the Euclid
Avenue center median; a new recycled water booster pump
station required to deliver recycled water from Inland Empire
Utilities Agency's 1059 zone to the City's new recycled water
distribution high zone; preparation of a Title 22 Supplemental
Engineering Report and California Environmental Quality Act
(CEQA) documentation; and bidding and construction phase
engineering support.
Western Regional Trunk Sewer Rehabilitation, Orange
County, California. Orange County Sanitation District. Project
Engineer. Responsibilities included preparation of preliminary
design memorandums addressing CIPP system, temporary
pumping system, constructability Issues, and permitting
requirements; and overseeing the preparation of the
construction documents for rehabilitation of a 3 -mile long trunk
sewer in the cities of Anaheim, Buena Park, and Cypress.
Ventura County Waterworks District No."! 9 - Wells No. 2
Upgrades, Somis, California. Ventura County Water &
Sanitation Services. Project Engineer. Michael Baker is
providing final design, and construction assistance for wellhead
equipping and oxidation -filtration treatment systems for two
groundwater supply wells. Design services included a new
chemical addition and monitoring system, three new
pressurized filtration units, a sludge handling system, and
electrical upgrades. Control design Included preparation of
process and instrumentation diagrams and specification of
control components to provide consistency with control
components installed in existing district facilities. A new PLC
system was designed that will control and monitor the existing
Years of Experience: 7
Education/Training;
M.S., 2010, Civil Engineering,
University of California, Irvine
B.S., 2009, Civil Engineering,
University of the Pacific
Llcensas/Certifications:
Professional Engineer,
California, 84048
OSHA Construction Safety &
Health Certification
Confined Space Training
Professional Affiliations:
California Water Environment
Assocladon
Orange County Water
Association, Santa Ana River
Basin Section
Water Environment Federation
Additional Projects:
Condition Assessment and
Evaluation of Moss Avenue
Pump Station, Santa Monica
1, Rindge Sewer Pump Station
Project, Redondo Beach
0 Lathrop MBR Wastewater
Consolidated Treatment
Facility, Lathrop
i, Tapia Water Reclamation
Facility Process Air
Improvements, Calabasas
r Onsite Wastewater Treatment
System — LACFO Fire Camp
8, Malibu
o Civfta Water Reclamation
Facility, San Diego
0 Lift Station and Salt Water
Pump Station Evaluation,
Avalon
ISSEM
INTEIRAT90VAL Charles Falzone, P.E.
25B-45
PROPOSAL
Civic Center 5tormwaterLiftStadonRenovation Design, Seryices
well and booster pump, as well as the new chemical and filtration system. Michael Baker
coordinated with the Districts operations and integration team to maintain the existing operation
of the well and booster pump.
MWRF High -Lift Pump 43 and Well 11 Motor Bearing Noises Evaluation, Costa Mesa,
California. Mesa Water District. Project Engineer. Michael Baker is providing professional
engineering services to assist the District In evaluating the motor bearing noise, providing
engineering opinion, and recommendations for the appropriate repair and mitigation on a T&M
basis at two vertical turbine pumps. The services include performing observation of the existing
pumps and motors, evaluation of existing motor and pump data, and provision of engineering
opinion regarding the motor bearing noise potential source and next course of action at the
MWRF High -Lift Pump #3 and Well 11 sites,
Potable Water System Improvements — LAUD Fire Camp 16, Sylmar, California. Project
Engineer. Responsible for upgrades to the existing aging potable water system at the Los
Angeles County Fire Camp 16 to improve reliability. The upgrades included rehabilitation of the
booster pump station, design of over two miles of 6 -Inch force main, rehabilitation of two welded
steel water storage tanks, and electrical upgrades. As Project Engineer, Mr. Falzone was
responsible for completion of engineering calculations and design documents, as well as
communication with project stakeholders. A hydraulic analysis of the existing and future potable
water system was performed during the design. The booster pump station upgrades included
complete replacement of the booster pumps, piping and valves, electrical gear, and a new
control system.
Hyperion Secondary Effluent Pump Station, Los Angeles, California. Project Engineer. Mr.
Falzone performed preliminary design for the Hyperion Secondary Effluent Pumping station
(HSEPS). The HSEPS Is a critical facility for West Basin MWD, as it Is their sole source of
Influent to the Edward C. Little Water Recycling Facility. Project upgraded pumping capacity
from 45 MGD to 80-120 MGD through a phased approach and modified the existing 60 -inch
diameter, 10,000+ foot long force main. Project highlights include addition of two 800 hp pumps
and two new wet wells, mechanical design, design of deep concrete structures in limited space,
construction sequencing to minimize downtime, electrical upgrades including design of
secondary power source and new medium voltage VFDs, CFD and field analysis of existing and
proposed wet wells, surge analysis of forcemain, instrumentation and control design, traffic
control, and coordination with LACSD and LADWP for work on existing facilities.
Pacific Grove Local Water Project, Pacific Grove, California. Project Engineer. Responsible
for engineering calculations, construction documents, and construction administration for a
250,000 GPD Water Reclamation Facility for the City of Pacific Grove. The WRF consists of an
Influent pump station, headworks, complete membrane bio -reactor, UV disinfection, and
rehabilitation of two existing tanks for effluent storage. The WRF was designed with a small
1600 SF footprint, which included the mechanical room, process tanks, headworks, and
electrical room. The project's recycled water and sewer distribution system included pump
stations, force mains, a diversion structure, and gravity sewers to convey water and wastewater
to/from the WRF. Mr. Falzone performed hydraulic analysis to determine layout of the sewer
and recycled water distribution systems, and aided in permitting, construction, and start-up of
the facility.
1MRIn110e•c Charles Falzone, P.E.
25B-46
P"PDSAt
Civic Center StormwaterUftStationRenovation DeslgnServices s u
John Moynier, CEP, CFM
QC Manager
John has over 36 years of experience in the environmental
planning, floodplain management, and water resource fields. He
has a strong background in local agency operations and
management, and has split his career between the public and
private sectors. Specifically, John is a recognized expert in
integrated water resource planning and flood risk assessments,
as well as the preparation of analyses conducted under the
California Environmental Quality Act (CEQA) and the National
Environmental Policy Act (NEPA), as well as compliance with
the National Flood Insurance Program (NFIP) and SB 92
inundation mapping. John serves on the Board of Directors for
the Floodplain Management Association (FMA) and the National
Association of Environmental Professionals (NAEP). He is a
Certified Environmental Professional (CEP) and a Certified
Floodplain Manager (CFM). John is a Vice President with
Michael Baker International and manages the firm's water
resources practice in southern Califomia.
Project Experience
Long -Term Facilities Plan PEIR, OCWD, Orange County,
California (Project Manager). John served as Project
Manager for a Program EIR prepared for the District's Long -
Term Facilities Plan (LTFP, which analyzed the alternatives
available for the Groundwater Replenishment Program.
Area Drainage Master Study (ADMS), Flood Control
District of Maricopa County, Wickenberg, Arizona (Project
Director). John served as Project Director for an Area
Drainage Master Study (ADMS) for the Town of Wickenberg.
The purpose of the Wickenburg ADMS was to quantify the
extent of drainage and flooding problems, sources, and
hazards in the planning area, and develop alternative solutions
to mitigate concerns.
Flood Risk Assessment! Conditional Letter of Map
Revision (CLOMR), SMUD, Sacramento, California (Project
Manager). John served as Project Manager for a flood risk and
levee assessment report conducted for a proposed new
Corporate Yard facility for the Sacramento Municipal Utility
District, as well as the development of a Conditional Letter of
Map Revision (CLOMR) for the project.
Veeh Lake Inundation Mapping and Dam EAP, Laguna
Hills, CA (Project Manager). John is serving as Project
Manager for an inundation map and Dam emergency action
plan (EAP) to comply with the requirements of SB 92 for a
private lake in the San Diego Creek watershed.
Years of Experience: 36
Educadonrrraining:
M.A., 1983, Computer Assisted
Cartography, University of
California at Los Angeles
B.A.,1981, Geography -
Ecosystems, University of
California at Los Angeles
Licenses/Certificatlons:
Certified Environmental
Professional (CEP), USA,
2014,1114041431
Certified Floodplain Manager
(CFM), USA, 2008, US -08-
03663
Professional Affiliations:
Floodplain Management
Association (FMA)
National Association of
Environmental Professionals
(NAEP)
ixrpexA„e,AL John Moynier, CEP, CFM
25B-47
,
/ 'Ji 'i _
Civic Cerrtar5tonmvoterLiftStotion Renovation Design Services
On -Cali Flood Risk Consulting, The Olson Company, Orange, California (Project
Manager). John served as Project Manager for an on-call flood risk consultation services for
The Olson Companies projects in Orange County.
On -Call Services, City of Pasadena Water and Power, Pasadena, California (Principal).
John served as PIC for an on-call contract to provide water,
Floodplain Delineation Study (CTP), Placer County Flood Control Agency, Placer County,
CA (Project Manager). John served as Project Manager for a floodplain delineation study
funded through FEMA's Cooperating Technical Partners (CTP). Services included base map
development using LiDAR data, conducting hydrologic and hydraulic modeling, and preparation
of floodplain delineations.
Central Valley Floodplain Evaluation and Delineation (CVFED) Program, California DWR`,
Merced County, CA (Project Manager). John served as Project Manager for a team
contracted to accurately map the flood risks n the upper San Joaquin River region of California's
central valley.
RiskMAP Program, STARR2 JV Team, FEMA Region IX (Technical Advisor). John is
serving as a Technical Advisor and as part of the overall management team for the STARR2 JV
team in providing RiskMAP flood risk mapping services.
Technical Assistance to the Office of Environmental and Historic Preservation (OEHP),
FEMA Headquarters, Washington D.C. John served as a technical advisor to FEMA's Office
of Environmental and Historic Preservation (OEHP) with regards to proposed modifications to
the NFIP. John also served as Technical Lead for the development of a Nationwide
programmatic EIS to support the proposed actions.
America's Cup 34 Flood Risk Assessment, Oracle Racing, San Francisco, California
(Project Manager). John served as Project Manager for a flood risk and coastal flood hazard
engineering analysis for the America's Cup 34 event in San Francisco.
Integrated Regional Water Management Plan (IRWMP), Los Angeles County, Los
Angeles, California (Project Director). John served as Project Director for development of the
LA County Integrated Regional Water Management Plan.
Program Management for FloodSAFE California, California DWR, Sacramento, CA
(Technical Lead). John served as a key member of the FloodSAFE California internal strategic
team charged with Implementing the planning components of California Bond Measure 1E and
Proposition 84.
On -Call Floodplain Management Consulting, San Diego County, San Diego, CA
(Technical Lead). John served as Technical Lead for two consecutive on-call contracts with
San Diego County to provide assistance with issues related to the National Flood Insurance
Program (NFIP), Including assistance with the Community Rating System (CRS), and
development of a Floodplain Management Plan.
i n r e n x., i o x e L John Moynier, CEP, CFM
r
PROPOSAL S wry
Civic Center 5tarrnwoterLift5tatfonRenovation Design:Services 1 *"
Mujahid Chandoo, P.E.
Hydrology / Hydraulic Review
Mr. Chandoo has extensive experience in surface water
R
management. His areas of expertise include hydrology,
hydraulics, sediment transport and advanced modeling. He has
Years of Experience: 12
been involved with a variety of projects including, but not limited
!
to, storm drain master plans throughout Southern California,
f Edu EduwgonfTraining:
2006, Civil Engineering,
storm drain design, FEMA processing, sediment transport
I California state university at
modeling, environmental documentation, and large scale 2-
j Fullerton
dimensional floodplain studies.Mr. Chandoo has extensive
A.S., 2003, Mathematics,
experience in using advanced hydraulic 1 D12D modeling for
Fullerton College
surface and sub -surface flooding analysis.
;
; Licensesiceroucations:
Professional Engineer - Civil,
Project Experience
I California, 2010, 76633
Santa Ana Storm Drain Master Plan, Santa Ana, California.
Professional Affiliations:
City of Santa Ana. Engineer responsible for hydrology and
American Society of Civil
hydraulics analysis. Michael Baker provided professional
Engineers, Los Angeles
engineering services to update the city's storm drain master
I section/ orange County
plan. The city has an established drainage system with some
Branch, Member
segments over 50 years old and other segments recently
Engineers Without Borders
constructed. Michael Baker analyzed the main line drainage
i
I (EWB),Orange County,
Kenya ream - 'travel Member ,
system and prepared a hydrology study along with maps for the
I
Environmental water
entire city boundary and for individual sub -areas for 2-, 10-, 25-,
Resources Institute
titute (EWRI), I
and 100 -year stone events. The capacity of the existing storm
orange County, President
drainage was evaluated to determine system capacity
(November 2013 -October
sufficiency using a hydrodynamic hydraulic model. A
2014)
comprehensive list of needed storm drainage improvements i
Environmental &Water
was then generated. Michael Baker performed a hydraulic
Resources Institute (EWRI), I
analysis to size sufficient storm drain fines and provided an
orange county, Past i
ESRI ARCGIS geodatabase of city storm drain facilities,
President - 2016
Including storm drain pipes, city -owned drainage channels,
Environmental & water
manholes, catch basins, and culverts. Michael Baker used the
Resources Institute (EWRI),
Treasurer(October
Bentley software hydrodynamic hydraulic model CivilStorm,
2012 -October 2013)
which uses hydrographs with in the hydraulic model to
determine adequate pipe sizing.
Midway City Street and Storm Drain Master Plan and
Improvements, Midway City, California. County of Orange.
Engineer responsible for hydrology and hydraulic modeling,
facility alignments and sizing, and cost estimating. Michael
Baker provided professional services for the preparation of
drainage and street master plans for the recommendation of
Improvements for the Midway City area of unincorporated
Orange County to alleviate flooding within a residential area by
designing roadway rehabilitation improvements and installing
storm drain malnline and local improvements to convey the area
storm drain runoff, and to provide Increased protection for
motorists and pedestrians. Michael Baker's services included
LZEUM
1"Tt"MATIONAL Mujahid Chandoo, P.E.
25B-49
ti
PROPOSAL
Civic Center 5tormwoterLiftStotionRenovation Design Services E #
hydrology and hydraulic modeling, planning, alternatives evaluation, and final design and cost
estimates for approximately 4.6 miles of street rehabilitation and storm drain facilities.
Dominguez Channel Watershed Study, Los Angeles County, California. Los Angeles
County Department of Public Works. Project Manager. Michael Baker is providing engineering
services to prepare a comprehensive flood hazard analysis for the Dominguez Channel
Watershed. Dominguez Watershed is approximately 75 -square miles and drains the southwest
portion of Los Angeles County. Dominguez Channel originates near the Los Angeles
International Airport (LAX) and extends to the Los Angeles Harbor running a length of
approximately 19.5 miles. The purpose of this study Is to evaluate the hydraulic capacity of the
existing levees along the channel and to identify deficiencies In Federal Emergency
Management Agency (FEMA) requirements.
Heritage Fields Drainage and Water Quality Master Plans, Irvine, California. Fivepoint
Communities (formerly Heritage Fields E/ Toro, LLC). Engineer responsible for hydrology
analysis to determine Impacts of the proposed development (850 acres) within the six regional
watersheds (Marshbum, Bee Canyon, Ague Chinon, Borrego, Serrano, and Upper San Diego
Creek). Tasks Included updating the land plan using Geographic Information System (GIS),
determining the stage -storage for Agua Chinon and Marshburn retarding Basin and performing
the rational and unit hydrographs with/without basins to meet Orange County criteria. Michael
Baker provided regional hydrology, master planning of backbone facilities, and GIS mapping for
the overall Heritage Fields project. The project encompasses 850 acres of the former EI Toro
Marine Corps Air Station and borders the Great Park. It will provide approximately 1,100
residential dwelling units together with two golf courses, riparian corridors, lake features, and
trail connections. The master plan of drainage included six regional watersheds (Marshbum,
Bee Canyon, Ague Chinon, Borrego, Serrano, and Upper San Diego Creek) passing through
the project site and a master plan of water quality for all districts of Heritage Fields,
Master Plan of Storm Drainage for North and West Santa Ana River Tributary Areas,
Anaheim, California. City of Anaheim. Engineer responsible for hydrology analysis which
included watershed delineation and discharge for the hydraulic analysis. Storm Drain As -Built
drawings were obtained from the City of Anaheim and were analyzed with the new discharges
using WSPG. Storm drain systems were proposed if the existing system was inadequate.
Michael Baker was selected by the City of Anaheim to prepare an updated comprehensive
storm drainage master plan for the North and West Santa Ana River tributary areas. The new
plan was based on previous studies for the areas, updated to account for current hydrology
methods, new hydrology modeling in areas without existing studies, improvements to the storm
drain and tributary channel systems, and the latest land use planning. The new plan will model
existing storm drainage systems from as -built plans and identify deficiencies in the existing
street sections and storm drain systems based on the results of the hydrology and hydraulic
analyses.
14 T e I N 0 T 10 0 A L MUjahld Chandoo, P.E.
25B-50
PROPOSAL
Civic Center StormwaterlijtStationRenovation Design Sorvicts
Karl Meier, P.E.
Technical Review
Mr. Meier has extensive experience in the preparation of
construction plans, specifications and cost estimates for large
water, wastewater, and storm water projects. Mr. Meier's
previous employment as the Engineering Manager of a southern
California water district has provided him with an advanced
understanding of water distribution facilities and operations. Mr.
Meier has collaborated on comprehensive master plans for
domestic water distribution systems and wastewater collection
systems for planned residential and commercial developments,
as well as for large municipal systems. He also has construction
management experience related to public works including water
Infrastructure, park improvements, and ADA improvements. Mr.
Meier is an expert with a variety of software applications.
Project Experience
North Bank Lift Station Upgrades, San Buenaventura,
California. City of San Buenaventura. Project Manager.
Responsible for developing a Preliminary Design Report (PDR)
to analyze existing operation and maintenance issues and
Identify upgrades required to allow this existing dry-pit(wet pit
sewage lift station and 4,300 it long 14 -inch force main to
accommodate peak flows generated by future planned
development. Detailed analyses and evaluations of the existing
lift station wet well, suction piping, discharge piping, force
main, pumps and electrical system were conducted with
deficiencies and capacity limitations identified. Upgrade
alternatives were identified to alleviate the identified
deficiencies and capacity limitations with cost estimates
prepared for each alternative configuration proposed.
In addition to the detailed analyses and the preparation of a
comprehensive PDR, two workshops with City operations and
maintenance staff were conducted to discuss on-going
maintenance and operation issues so that these items could be
Incorporated into the proposed upgrade alternatives.
Los Alamitos Pump Station and Retarding Basin, Orange
and Los Angeles Counties, California. Orange County
Water District Engineer. Michael Baker prepared plans,
specifications, and estimates for a new 800 cfs storm water
pump station with engine driven pumps to replace the existing
Los Alamitos facility for the County of Orange. The project
Included four natural gas engine driven mixed flow pumps, and
a sump pump system with a capacity of 3,000 gpm. Work
Included preparation of a value engineering report, final
engineering report, hydrology and hydraulic routing, best
management practices for Improving water quality, inspection
Years of Experience: 16 ?..
fi
Educatlonrrraining:
B.S., 2003, CNiI Engineering,
New Mexico State University
LlcenseslCertffications:
Professional Engineer - Civil,
California, 2007, 71713
Professional Engineer - Civil,
Washington, 2015, 52372
Construction Quality
Management for Contractors,
2018, SPK-USACE-02-18-
00050
OSHA 30 -Hour Construction
Outreach Training r
Professional Affiliations:
American Society of Civil
Engineers
I a r 9 4 Nn a 0 A l Karl Meier, P.E.
25B-51
PROPOSAL�qk
Civic Center 5tarmvaoterLiftStationRenovation Deslgn5etvices
and analysis of existing 2,400 If of 54 -Inch discharge piping, Phase I and II environmental
assessments, geotechnical investigation, CEQA, permit processing, and coordination with
agencies and homeowner associations. Michael Baker also provided structural design for the
new facility. The structure is an above grade engine room and pump room with a below grade
wet well leading to the retarding basin with an inlet apron and series of trash racks.
Pure Water Program - Miramar Pump Station and Pipeline, San Diego, California. City of
San Diego. Project Manager. As part of the Phase I North City Pump Station and Pipeline
project, Michael Baker provided final design of 3.5 miles of 48 -inch welded steel water pipeline
that will convey advanced treated water for surface water augmentation from the City's North
City Treatment Reclamation Plant to the Miramar Reservoir. The project is part of the phased,
multi-year San Diego Pure Water Program, which will provide one-third of the City's water
supply locally by 2035. The pipeline section designed by Michael Baker includes two trenchless
sections and one aerial span above an existing railway facility. Michael Baker also provided all
permitting and processing services related to the pipeline, the de -chlorination facility, and the
pure water pump station.
Eastern Service Area Secondary Connection Project (ESA SCP), San Diego County,
California. Padre Dam Municipal Water District. Project Engineer.Michael Baker provided civil
engineering and design services for the $12 million Eastern Service Area Secondary
Connection Project (ESA SCP). Michael Baker prepared a preliminary site grading contract to
clear the site of cultural resources and performed final engineering design of a new 20 -inch
supply pipeline, 20 -inch discharge pipeline (with 1-8 tunnel crossing), 1.75 MGD circular pre-
stressed concrete forebay reservoir, 12 MGD pump station, 9 MGD flow control facility (FCF),
standby generator, Instrumentation and controls, and SCADA improvements. Work also
Included a surge analysis, corrosion control, geotechnical engineering investigation, and
permitting with the County of San Diego and Caltrans.
Lamanda Park Booster Pump Station, Pasadena, California. California American Water.
Project Engineer. Michael Baker provided professional engineering services to the California
American Water Company for the design of pump station Improvements at the Lamanda Park
Booster Station. Improvements consisted of the installation of a new 2,300 -gallon -per -minute
vertical turbine pump equipped with a variable speed drive, and yard piping and valving
necessary to provide additional supply to the Lamanda Park Elevated Gradient Zone. Michael
Baker's services included hydraulic calculations, pump sizing and selection, and the preparation
of design plans and specifications.
Interstate 5 Gateway Project, Orange County, California. Orange County Transportation
Authority (OCTA). Assistant Engineer. Responsible for water resources engineering. The
Route 3 /5 Separation Pumping Plant was designed to pump storm water runoff from the 1-5
freeway to offsite water quality basins. The pumping plant was designed with a total of three
pumps for a combined maximum pumping capacity of approximately 47 cfs. Two larger pumps
discharge into a nearby gravity storm drain system while the smaller pump discharges through a
force main to a water quality basin. Michael Baker provided engineering services for the
widening of 1-5. As primary subconsultant, Michael Baker provided traffic handling, signing,
lighting, striping, and traffic electrical plans; structural and aesthetic design plans for the
replacement of 1-5/Beach Boulevard and 1-5/Stanton Avenue overcrossings; and design plans
for the replacement of the Route 39/5 Separation Pump Station to provide sufficient stormwater
drainage for the project area.
IN TAR RAT I URAL Ked Meier, P.E.
25B-52
PROPOUL
Civic Center Stormwater LiftStation Renovation Destgn5efvlces
Jerome Ruddins, C.C.fM., QSP, CISEC
Constructability Review
As Construction Management Department Manager, Mr.
Ruddins is responsible for managing construction managers and
inspection personnel on projects of various levels of complexity
and intensity. He possesses many years of construction
management and inspection experience and has been
responsible for the construction administration and Inspection of
over $2.5 billion of public works construction projects. He
worked extensively with the Caltrans Standard Specification and
Construction Manual. Throughout his career, Mr. Ruddins has
worked hand-in-hand with Caltrans Compliance Officers on
federally funded projects preparing, analyzing, and presenting
change orders, force account work, coordinating the monthly
field file audit, and the final construction file. As a Construction
Manager, he has worked closely with Resident Engineers
coordinating RFI's, submittals, material testing and inspection,
and field survey. He has also chaired construction site meetings,
reviewed schedules, quantity calculations, and pay estimates.
Other responsibilities include quality control of inspection, utility
coordination, constructability reviews, value engineering,
specification quality control, and construction safety. He has
attended seminars on construction claim mitigation, sat on claim
review panels, and worked closely with legal counsel to mitigate
claims.
Mr. Ruddins has extensive experience in special funding
projects, such as FAU, HES, ISTEA, and Assessment Districts,
Mr. Ruddins was the primary contact during the construction
phase of projects in several different cities. His experience
includes construction management of reservoirs, dams, water
and sewer pipe lines, pump stations, lift stations, water and
wastewater treatment plants, storm drains, drainage channels,
public buildings, Infrastructure projects, bridges, retaining walls,
ball fields, concrete pavement, grading, landscaping, reinforced
concrete boxes, A/C, PCC, traffic signals, and street lighting.
Project Experience
Highland Booster Station Upgrade, Yorba Linda,
California. Yorba Linda Water District. Construction Manager.
Responsible for construction management. Michael Baker
provided engineering design and construction management
and inspection services for upgrades to the Highland Booster
Station. The pump station was increased to a total capacity of
15,000 gallons per minute, and the project Included
modification of two of the four electric driven motors and
pumps. The project also included the addition of a natural gas -
driven backup generator and potential for increasing the
Years of Experience: 34
Educationrrralning:
B.S., 1885, Construction
Management, California State
University at Long Beach
Licenses/Certifications:
Certified Construction Manager,
2014, 3172
Hazardous Waste Operations
and Emergency Response,
2015,14461134
Certified Inspector of Sediment
& Erosion Control, California,
2011, 0783
OSHA 30 -Hour Construction
Outreach Training, 2008
Qualified SWPPP Practitioner
(QSP), California, 2011,
21030
Professional Affiliations:
American Construction
Inspectors Association, Los
Angeles Basin, Member
American Public Works
Association, Member
American Water Works
Association, California -
Nevada Section, Member
Construction Management
Association of Amerioa,
Southern Califomla, Member
INTgngAilqqFl Jerome Ruddins, C.C.M., QSP, CISEC
25B-53
PROPOSAL `
Civic CentarStormwaterLi ftStation Renovotion DasignSeivices
pumping capacity of the two remaining electrical driven pumps by 2,000 gallons per minute in
the future.
Arroyo Simi Lift Station, Moorpark, California. Ventura County, Construction Manager.
Responsible for construction management. Michael Baker provided engineering design for the
replacement of an undersized sewer lift station in a high-growth area in the City of Moorpark.
Michael Baker prepared the preliminary design report to Identify the conceptual design, key
issues, and design parameters for the new lift station. Michael Baker designed the new 11.8 -
million -gallon -per -day lift station to meet current and future sewer flows in a rapidly expanding
residential area. Additionally, the pump selection accounted for a future parallel force sewer
main. Michael Baker prepared electrical plans, specifications, and cost estimates for the 35 -foot -
deep lift station, which Included a motor control center, new piping, surge tank, lighting,
emergency backup power generator, and other site improvements. Additional construction
management services included providing shop drawing review and responses to contractor
requests for information.
Deerhill Pump Station, Oak Park, California, Ventura Regional Sanitation District.
Construction Manager. Responsible for construction management. Michael Baker designed a
new booster pump station for recycled water. The station was located in a below -grade structure
and included a motor control center, retaining walls, and off-site piping Improvements. The
station was designed to minimize visual and noise impacts to nearby residences. Michael Baker
prepared a detailed landscape plan to hide above -grade facilities with the natural hillside. The
hydraulic design included studying transient pressures in the upstream and downstream closed
system.
City of Beverly Hills Reverse Osmosis Water Treatment Plant, Beverly Hills, California.
City of Beverly Hills. Construction Manager. Responsible for construction management.
Michael Baker served as program manager for a design -build -operate -finance (DBOF) project
for the City of Beverly Hills that consisted of a 3.0 -million -gallons -per -day reverse osmosis
treatment facility, five production wells, transmission main, and public works offices and
departments, such as painting room, parking meter coin collection center, and machine shop.
Michael Baker was responsible for overseeing the preparation of all documents required to
execute a DBOF contract and completion of preliminary facility design, construction
management, and construction inspection.
Arlington Desalter Enhancements, Water Treatment Plant Project, Pipeline 1 Project, and
Pipeline 2A and 2B Project - Construction Management, Corona, Norco, and Riverside,
California. Santa Ana Watershed Project Authority. Construction Manager. Responsible for
construction management. Michael Baker provided public works construction management,
construction inspection, program management, and design services for Improvements to a
water treatment plant, 25,000 linear feet of 30 -Inch ductile iron pipe, and 25,000 linear feet of
30 -inch steel pipeline in the cities of Corona, Norco, and Riverside, California, to provide potable
water to the Western Riverside County area with facilities proposed north and east of the I-
151S.R. 91 interchange.
I N, E R M 1!l Y if A Jerome Ruddins, C.C.M., QSP, CISEC
25B-54
PROPOSAL
Civic Center 5tormwoterLi(t5totionRenovation Designs
ervices
Marek Przywara, P.E.
Lead Electrical Engineer
y
Mr. Przywara has served as a project manager and/or s
electrical/controls engineer on the numerous water/wastewater gg
facilities Including wastewater treatment plants, pump stations, f
Years of Experience: 34
sewer stations, reservoirs, solid waste facilities, desalt plants,
etc. Duties included overall responsibility for engineering,
EducatloNTreining:
M.S., 1974, Electrical
project management, development and design implementation,
Engineering, AGH University
supervision and approval of documentation and drawings,
of Science & Technology
calculations and analysis, schedules, specifications, cost
B.S., 1972, Electrical
estimates, and coordination with vendors and clients. Mr.
Engineering, AGH University
of Science &Technology
Przywara has provided electrical and controls engineering and
project management services for water and wastewater districts, ;
Licenses/Certifications:
municipalities, and utilities. °
Professional Engineer-
Electrical, California, 1994, a
Project Experience
14537
Civic Center Stormwater Lift Stations — Preliminary Study,
ProfessionalEngineer -n,
ro a
Santa Ana, California. City of Santa Ana. Electrical Engineer.
eesssional
zoos,
46104 i
Michael Baker was retained by the City of Santa Ana to
perform a preliminary study of two stormwater pump stations 3
Additional Projects:
located within the Civic Center area. Both pump stations have
0 Whittler Pumping Plant No. 2
been experiencing leakage and flooding problems during the EI
Replacement
Nino season of 2016 and the City intends to upgrade the lift 3
� Mesa water District, Well
stations before the next large storm event. The preliminary
9 P ry
Automation and Rehabilitation
Project, Costa Mesa
study included on-site Inspections and visual assessments of
r Sunflower Pump Station,
the structure, electrical equipment, mechanical equipment, and
Fountain valley, orange
general conditions of each facility and provided proposed
county sanitation District z
recommendations.
i, San Vicente Pump Station,
San Diego County Water
North Bank Lift Station Upgrades, San Buenaventura,
Authority x
California. City of San Buenaventura. Provided QA/QC for the
0 Sewer Pump Station 35, City
r
project design and evaluated project constructability. Michael r
of San Diego
Baker developed a comprehensive PDR that considered four
� B 649 Wastewater Pump F
Station Rehabilitation at Naval
upgrade alternatives and corresponding cost estimates to I
Pg P 9 I
Air Station North Island, San
address both capacity limitations and operation and
Diego
maintenance issues. Michael Baker then completed final 1
r B 356 Wastewater Pump
design of the selected upgrades which consist of.. i
Station Rehabilitation at Naval
Air Station North Island
Removal of three (3) existing VFDs and installing four (4)
65th & Herrick Pump Station,
new PowerFlex 753 VFDs.
California. City of San Diego
• Installing new wiring between new VFDs and new motors. !
' Tract 5325 Warwick Pump
Installing additional digital input and analog output card for ,
Station
Couser Canyon Pump Station,•_
PLC.
Valley Center Municipal Water:
• Providing 1/0 connection Diagram for the SCADA
District
Integrator to program existing PLC.
• Removal of existing in-line grinder electrical distribution
and control panel and wiring. I
i n r e n x Ar i a x u Marek Przywara, P.E.
25B-55
PROPOSAL
Civic CenterStorinivoterUftStationRenovation DesignServices r y'
• Removal of three (3) existing pumps and motors and install four (4) new vertical shaft driven
dry pit screw type pumps and motors equipped with flywheels.
• Removal of three (3) existing in-line grinders and install 8 -inch diameter suction pipe and
eccentric reducers at all four (4) pump locations.
• Removal of existing 4 -inch and 6 -inch discharge pipe and valves at three (3) pump locations
and replace with 8 -inch diameter discharge pipe, plug valves and eccentric reducers at all
four (4) pump locations.
• Removal of existing 6 -Inch swing check valves and replace with 8 -inch non -slam rubber
flapper swing check valves.
Avalon Catherine Booster Station and Pebbly Beach Lift Station CIP Projects, Avalon,
California. City of Avalon. Electrical Engineering Task Manager. Michael Baker provided design
and construction services for the Avalon Sewer CIP Electrical Improvements Project that
consisted of upgrades to electrical infrastructure for the Catherine Booster Station and Pebbly
Beach Lift Station, Including City SCADA integration. The Catherine Booster Station required
replacement of the existing Motor Control Center (MCC) line-up with a new MCC panel and
included the following tasks: removing of existing MCC panel and replace with new NEMA 4X
rated MCC. MCC panel line-up included the control panel with Mission Communication RTU
and SCADA communication equipment; replacing existing cables to (2) 120 HP booster pumps;
replacing main 400 amp feeder incoming to the new MCC panel; reconnecting all existing
equipment to new panel including ATM power next to panel; reconnecting existing
instrumentation, control and signal wires to new panel terminal strip; providing conduits entering
or leaving the vault with the approved duct seal. The project also included heater/fan system to
prevent condensation; panel lighting and duplex 20A 110 VAC power plug; Ethernet switch;
phone jack to access existing telephone connection and Sensaphone RTU; spare 1/0 cards for
future SCADA upgrade in panel, etc.; and providing specification and engineering cost estimate.
The Pebbly Beach Lift Station required removal of the existing Edison Meter Switchboard and
electrical distribution equipment from the vault and Installing the new NEMA 4X rated meter
main and distribution equipment above ground level. The project included the following tasks;
coordination with SCE; removal of existing NEMA 1 rated Edison Meter Switchboard from the
dry pit and replace it with new 250 Amps NEMA 4X rated Metered Switchboard; intercepting
existing Edison conduit and re-routing to new meter panel; removal of NEMA 1 rated City -
owned Auto Transfer Switch (ATS) from the dry pit and replace it with new 250 Amps NEMA 4X
rated above ground ATS; removal of sub panel and step down transformer from the dry pit and
replaced it with NEMA 4X rated Mini Power Center (MPC) panel above ground; replacement of
non -explosion proof lights, receptacles, sensors and auxiliaries with the explosion proof
equipment in the dry pit; providing explosion proof fittings/seals for all cables entering or leaving
the vault (dry pit).
La Sierra Pipeline and Pumping Station Project, Riverside County, California. Western
Municipal Water District. Provided QA/QC for the project design for electrical and control
systems and evaluated project constructability. Michael Baker is providing engineering and
design services for La Sierra Pipeline and Pumping Station Project. The client provides drinking
water to customers located within a 510 -mile district of western Riverside County. Water
resources include treated surface water and treated groundwater. The surface water is imported
from Northern California and treated at the Mills water treatment plant. The local groundwater is
treated at the Chino II Desalter and the Arlington Desalter. Michael Baker assisted in designing
facilities to transfer treated groundwater to a residential area of the district where customers are
currently receiving water from the Mills water treatment plant only.
,xrcnnnnen,L - Marek Prcywara, P.E.
25B-56
r
PRl7Prl5AL � �� �'
Civic Center StormwoterLiftStadonRenovation DesignServices fa2 a
Yee Ping See, P.E., LEED AP
Electrical Engineer
Mr. See has over 20 years of professional experience, both
domestic and international, in water/wastewater Infrastructure,
power generation & distribution, emergency backup power
systems and construction support. He Is specialized in design of
electrical systems for water and wastewater facilities including
power distribution, control design, and emergency generator
Installations. He has provided design plans and specification
packages for pump stations, wells, sewage lift stations and
water/wastewater treatment facilities. Yee Ping is experienced
In electrical system inspections during construction to ensure
compliance with plans and specifications, responding to
contractor Requests for Information, and coordination of
electrical utility services to accommodate new and upgraded
facilities. He is also experienced with designing control systems
including Process and Instrumentation Diagrams,
He has provided engineering for new and upgraded power
service and distribution, installation of new VFDs for well pumps
and RO feed pumps, as well as new SCADA system design and
Integration.
Project Experience
Coronado Transbay Lift Station Variable Frequency Drive /
Switch Gear Replacement and Genset Installation,
Coronado, California. City of Coronado. Electrical Engineer.
Provided design services and construction phase assistance for
the Coronado Transbay Lift Station Variable Frequency Drive
(VFD)/Switch Gear Replacement and Genset Installation
project. Provided complete design for replacement of aging
electrical switchgear, relocation of the existing SCADA panel,
replacement of aging pump motors with new Inverter -duty
motors, replacement of unsupported variable frequency drives,
replacement of the pump control system with new PLC
controller and updated redundant level control system,
replacement and update of the dry well ventilation system and
gas monitoring system, installation of new 350 kW diesel
generator set and automatic transfer switch.
Orange County Groundwater Storage Program, Orange
County, California. Orange County Water District. Electrical
Engineer. Developed project specifications and prepared and
performed design activities, including motor control centers,
switchboards, panels, transformer, conduit, wiring, and
grounding. Prepared design sketches for drafting and
incorporation into design criteria. Michael Baker provided
engineering plans, specifications, and estimates for the design
Years of Experience: 20
EducaticnlTraining:
B.S., 1999, Electrical
Englneering, Western
Michigan University
Licenses/Certifications:
Professional Engineer -
Electrical, California, 2003,
17163
LEED Accredited Professional,
2009
Professional Engineer -
Electrical, Nevada, 2009,
19899
Professional Engineer -
Electrical, Saudi Arabia, 2013,
160496
Professional Engineer -
Electrical, Adzona, 2018,
66471
I NTIX0 AT 1011 AL Yee Ping See, P.E., LEED AP
25B-57
FROP0SAhL
Civic CenterStormwaterLi(f5tationRengvationDesign5eriices h" ,
of eight groundwater extraction wells. The wells ranged from 2,000 to 4,500 gallons per minute
and included water-cooled variable-frequency drives, moveable buildings, disinfection, and
decorative buildings.
Baker Regional Water Treatment Plant, Lake Forest, California. Irvine Ranch Water District.
Electrical Engineer. Michael Baker was the lead consultant for the Baker Regional Water
Treatment Plan (BRWTP). For a number of years, water agencies in South Orange County have
investigated alternatives for improving both water supply and water system reliability. These
agencies determined that a local treatment plant utilizing untreated surface water from
Metropolitan Water District as its source of supply would be the preferred alternative. Michael
Baker provided preliminary and final design services for the BRWTP. The plant is sized for a
capacity of 28 mgd and will utilize microfiltration as the primary method of treatment. Additional
project components include raw water pump station; raw water pump station for Trabuco Canyon
Water District; pretreatment, including chlorine dioxide and coagulant; pressurized MF
membranes; UV disinfection; chloramination; backwash recovery system; solids handling facilities;
DYK reservoir modifications; and product water pump station.
High Level Pump Station and Centralized Power Generation, Pittsburg, California. City of
Pittsburg. Electrical Engineer. Engineering design and controls for a second large pump station at
the City's Water Treatment Plant, including incorporating a 2000Kw natural gas engine generator
In the pump station building. The project combined several electrical meters on the site into a
single large service that included the generation to not only provide emergency backup power for
the entire complex but also gave the City ability to produce their own power during peak summer
months when electric rates are high. The equipment included momentary paralleling switchgear to
offer bumpless transfer between sources.
Ramsgate 1701 11801 Pump Stations, Lake Elsinore, California. Elsinore Valley Municipal
Water District. Electrical Engineer. Michael Baker provided design services for the 1701 and
1801 pump stations, which are part of Phase I water facilities for the new Ramsgate Community
in Lake Elsinore, California. The 925-gallon-per-minute 1701 pump station and 4,000- gallon-
per-minute 1801 pump station are located on the same site as the 1601 reservoir. Design
services included pumps, valves, piping, and appurtenances, surge tank, motor control center,
emergency generator set, cathodic protection, piping, pump station building, masonry block
wall, site security and an on-site chlorine generation system.
Archibald Pump Station, Chino, California. Electrical Engineer. Developed project
specifications and cost estimation. Prepared and performed design activities, works Included
photometric analysis, conduit and wiring sizing, schematic and PLC design, metered pedestals
and utility coordination, sizing circuit breaker and protective devices.
Ontario Pump Station, Ontario, California. Electrical Engineer, Michael Baker provided
engineering for design of the Ontario pump station to facilitate the distribution of water from the
Chino Basin Desalter Authority to the City of Ontario's Eighth Street pressure zone.
I n r c e n Ir i a N e i Yee Ping See, P.E., LEED AP
25B-58
PROPOSAL
Civic Center Stormwoter Lift Station Renovation Design Services
Richard Davis, P.E.
Electrical Engineer
Mr. Davis has extensive experience in electrical power and
signal systems design Including: medium voltage aerial and
underground designs; switchboard and MCC layouts; lighting
design; coordination with other consultants and utilities;
specification preparation; construction administration; and short
circuit and coordination studies. The projects he has worked on
Include pumping plants, wastewater reclamation plants, water
treatment plants, laboratories, industrial facilities, educational,
healthcare, and military installations.
Project Experlence
R18 Reservoir Project, Chino Hills, California. CifyofChino
Hills, Electrical Engineer II, QA/QC. Provided QA/QC for the
design of a new 3MG reservoir for the Intermediate Zone of the
City's potable water distribution system. The project included
electrical power and instrumentation design for the new tank
structure, electrical utility coordination with the City and
Southern California Edison. Construction of this project Is
scheduled to be completed in 2019.
La Sierra Pipeline and Pumping Station Project, Riverside
County, California. Western Municipal Water District. QA/QC.
Provided QA/QC for the project design for electrical and control
systems, evaluated project constructability and provided
construction phase engineering services. The project Includes
four 700 hp vertical turbine pumps driven by electric motors with
space for two additional pumps, two 700 hp vertical turbine
pumps driven by natural gas engines, a 1 megawatt (MW) diesel
standby generator, two VFD drives, two solid state starters;
accommodation for installation of future VFDs; accommodation
for a future energy recovery turbine, and ancillary equipment.
The project Is under construction, and is scheduled to be
completed in 2019.
MWRF High -Lift Pump #3 and Well 11 Motor Bearing Noises
Evaluation, Costa Mesa, California. Mesa Water District.
Electrical Engineer II. Evaluating the motor bearing noise,
providing engineering opinion and recommendations for the
appropriate repair and mitigation for two vertical turbine pumps.
Las Vegas Valley Water District 3090 Zone Interim Tank,
Las Vegas, Nevada. Las Vegas Valley Water District. Electrical
Engineer II. Reviewed and completed 100% design documents
Including Instrumentation and control.
Years of Experience: 39
EducationfTraining:
B.S.E.E., 1980, Electrical
Engineering, University of
California, Berkeley
Licenses/Certifications:
Professional Engineer -
Electrical, California, 1999,
E16036
inreaennueu. Richard Davis, P.E.
25B-59
PROPOSAL
Civic Center StormwaterLiftStationRenovotionDesign5eniites `
Clark County Nevada, Summerlin Village 17 Lift Station. Discovery Property Company.
Reviewed and revised electrical power and instrumentation systems design.
Reclaimed Reservoir Liner and Cover Replacement. California State University, Pomona.
Electrical design required for reservoir power and instrumentation.
Los Coyotes Water Reclamation Plant, Cerritos, California. Sanitation Districts of Los Angeles
County. Testing, maintenance review, repair and replacement of two 2500 HP, 4160V air blower
motors and associated RVSS motor starters.
Lancaster Water Reclamation Plant, Lancaster, California. Sanitation Districts of Los Angeles
County. Supervised replacement of faulted 2500 A bus duct and replacement of 700 HP medium
voltage VFD. Reviewed, and supervised replacement of faulted 2000 kVA 12kV — 480V oil
transformer. Design of new security gate.
Valencia Walter Reclamation Plant, Valencia, California. Sanitation Districts of Los Angeles
County. Design as required for installation of new 75 HP filter feed press pump. Design of new
security gate.
Long Beach Water Reclamation Plant, Long Beach, California. Sanitation Districts of Los
Angeles County. Design of Control Room power and signal system revisions.
Sanitation Districts of Los Angeles County, Saugus Water Reclamation Plant. Sanitation
Districts of Los Angeles County. Design of control system upgrade for existing pressure filters.
Sanitation Districts of Los Angeles County, Lancaster Water Reclamation Plant. Sanitation
Districts of Los Angeles County. Design of replacement Influent pump control panel. Participated
in portions of commissioning and start-up of new plant.
Improvements to Various Pumping Plants. Sanitation Districts of Los Angeles County.
Replacement of existing pumps. Addition of emergency generators and control panel upgrades.
i x r e n x A n o x e L Richard Davis, P.E.
25B-60
PROPOSAL
Civic Genter5tonnwaterLi(t5tationRenovation Design 5ervites
Sal Sheikh, P.E.
Lead Structural Engineer
Mr. Sheikh has over four decades of experience related to water
resources, public works, bridges, transportation, and
environmental engineering for public and private sectors.
Projects include water and wastewater treatment plants,
reservoirs, pump stations, lift stations, well facilities, flood control
channels, culverts and encasements, bridges, soundwalls and
retaining walls. Mr. Sheikh is also experienced in inspection,
repair, retrofit and rehabilitation of reservoirs and pump stations.
Project Experience
Civic Center Stormwater Lift Stations — Preliminary Study,
Santa Ana, California. City of Santa Ana. Structural Engineer.
Michael Baker was retained by the City of Santa Ana to
perform a preliminary study of two stormwater pump stations
located within the Civic Center area. Both pump stations have
been experiencing leakage and flooding problems during the EI
Nino season of 2016 and the City Intends to upgrade the lift
stations before the next large storm event. The preliminary
study included on-site inspections and visual assessments of
the structure, electrical equipment, mechanical equipment, and
general conditions of each facility,
Los Alamitos Pump Station and Retarding Basin, Orange
and Los Angeles Counties, California. County of Orange.
Structures Project Manager. Responsible for structural design
for this new facility. Michael Baker prepared plans,
specifications, and estimates for a view 800 eft storm water
pump station with engine driven pumps to replace the existing
Los Alamitos facility for the County of Orange. The project
included four natural gas engine driven mixed flow pumps, and
a sump pump system with a capacity of 3,000 gpm. Work
Included preparation of a value engineering report, final
engineering report, hydrology and hydraulic routing, best
management practices for improving water quality, inspection
and analysis of existing 2,400 If of 54 -inch discharge piping,
Phase I and II environmental assessments, geotechnical
investigation, CEQA, permit processing, and coordination with
agencies and homeowner associations. Michael Baker also
provided structural design for the new facility. The structure is
an above grade engine room and pump room with a below
grade wet well leading to the retarding basin with an inlet apron
and series of trash racks.
Years of Experience: 44
Education/Training:
M.S., 1972, Civil
Engineering/Structures,
University of Michigan at Ann
Arbor
B.S., 1970, Civil Engineering,
University of Karachi Pakistan
Licenses/Certifl cations:
Professional Engineer- Civil,
Callfomla,1981, 32677
Professional Engineer- Civil,
Arizona, 2000, 34539
Professional Engineer- Civil,
Nevada, 2000,14418
Professional Engineer - Civil,
Ohio, 1976, 41224
Professional Engineer -Civil,
Utah, 2013, 8546772-2202
Professional Engineer - Civil,
Guam, 2015,1841
Professional Affiliations:
American Society of Civil
Engineers, Life Member
Structural Engineer Association
of Southern California,
Member
Structural Engineering
Certification Board
Amercan Concrete Institute, Member
American Raihvay Engineering and
Maintenance -of -Warr Association,
Member
,MTnRATIONAL Sal Sheikh, P.E.
25B-61
PRALOPOSh ti fly 49.,_
Civic CenterStormwaterLiftStotion Renovation Design Services
Orange County Groundwater Storage Program, Orange County, California. Orange County
Water District. Structural Engineer. Michael Baker provided engineering plans, specifications,
and estimates for the design of eight groundwater extraction wells. The wells ranged from 2,000
to 4,500 gallons per minute and included water-cooled variable -frequency drives, moveable
buildings, disinfection, and decorative buildings.
Whittier Pumping Plant No. 2 Replacement Project, Pico Rivera, California. City of Whittier.
Structural Engineer. Michael Baker provided design engineering services and construction
phase support, including full-time construction management and inspection services, for the
replacement of Whittier Utility Authority's (WUA) Pumping Plant No. 2, which was originally
constructed in the 1930's. The new PP2 facility Includes a new 18.9 -MGD pump station, with
17,500 gpm of pumping capacity to enable WUA to pump during off-peak periods and reduce
power costs; two 2,2 -MG above -grade steel reservoirs to serve as the forebay and provide
operational storage; a 6,400 -square -foot pump building, including office space for water
production and pumping plant personnel; new piping and control valves at off-site reservoirs;
and upgraded SCADA and radio communication facilities throughout the entire WUA service
area.
Walnut Avenue Overcrossing Pumping Plant, Orange County, California. Caltrans.
Structural Engineer. Responsible for plans, specifications, and estimates (PS&E) per Caltrans
requirements, complete structural analysis, and design. Michael Baker provided design
services for a stormwater facility to discharge runoff from the Eastern Transportation Corridor
(ETC) located between the northbound ETC Frontage Road and Peter Canyon Channel, close
to the intersection between Jamboree Road and Walnut Avenue,
Steve Anderson Lift Station (formerly known as the Ellis Pump Station), Fountain Valley,
California. Structural Engineer responsible for the diversion structures for the 1-10A (66 -inch
Ellis Avenue trunk sewer) project and did the architectural and structural design for the 1-10B
(Steve Anderson Lift Station). The work involved design of a new pump station and diversion
structures.
Arroyo Simi Lift Station, Moorpark, California. Ventura County. Structural Engineer. Michael
Baker provided engineering design for the replacement of an undersized sewer lift station in a
high-growth area in the City of Moorpark. Michael Baker prepared the preliminary design report
to Identify the conceptual design, key issues, and design parameters for the new lift station.
Michael Baker designed the new 11.8 -million -gallon -per -day lift station to meet current and
future sewer Flows in a rapidly expanding residential area. Additionally, the pump selection
accounted for a future parallel force sewer main. Michael Baker prepared electrical plans,
specifications, and cost estimates for the 35 -foot -deep lift station, which included a motor control
center, new piping, surge tank, lighting, emergency backup power generator, and other site
improvements. Additional construction management services included providing shop drawing
review and responses to contractor requests for information.
1111184ATIONAL Sal Sheikh, P.E.
25B-62
PROPOSAL - �<
Civic Center5tormwoterLiftStotionRenovation Design Saivlces . 'FW
Fabio Sanchez -Duran, P.E., S.E., SECB
Structural Engineer
Mr. Sanchez -Duran specializes in structural design. He has
extensive background in the seismic analysis and design of both
steel and reinforced concrete, and specialized in static and
dynamic analysis of buildings in regions of moderate to high
seismic hazards. His experience includes seismic design and
retrofit of concrete bridges as well as pump stations, and water
storage reservoirs. In addition to his knowledge of classical
design methods, his expertise includes the use of state-of-the-
art design software.
Project Experience
Los Alamitos Pump Station and Retarding Basin, Orange
and Los Angeles Counties, California. County of Orange.
Structural Engineer, Michael Baker prepared plans,
specifications, and estimates for a new 800 cfs storm water
pump station with engine driven pumps to replace the existing
Los Alamitos facility for the County of Orange. The project
included four natural gas engine driven mixed flow pumps, and
a sump pump system with a capacity of 3,000 gpm. Work
Included preparation of a value engineering report, final
engineering report, hydrology and hydraulic routing, best
management practices for improving water quality, inspection
and analysis of existing 2,400 If of 54 -inch discharge piping,
Phase I and II environmental assessments, geotechnical
Investigation, CEQA, permit processing, and coordination with
agencies and homeowner associations. Michael Baker also
provided structural design for the new facility. The structure is
an above grade engine room and pump room with a below
grade wet well leading to the retarding basin with an inlet apron
and series of trash racks.
Walnut Avenue Overcrossing Pumping Plant, Orange
County, California. Caltrans. Engineer. Responsibilities
Included all aspects of structural design, from layout through
final drafting. Michael Baker provided design services for a
stormwater facility to discharge runoff from the Eastern
Transportation Corridor (ETC) located between the northbound
ETC Frontage Road and Peter Canyon Channel, close to the
Intersection between Jamboree Road and Walnut Avenue.
Orange County Flood Control On -Call Contract, Orange
County, California. County of Orange. Structural Engineer.
Responsibilities included preparing Independent check
calculations and reviewing final plans for this bridge spanning
over the Santa Ana River. Michael Baker provided flood control
planning and engineering services to support flood control. The
Years of Experience: 38
Educationntraining:
B.S., 1980, Civil Engineering,
PontHicla Universidad
Javerlana Bogota, Colombia
LlcensesfCar dficatlo ns:
Professional Engineer- Civil,
California, 1994, 52764
Structural Engineer, California,
1998, 4234
Registered Disaster Service
Worker, California, 2003,
10246
Professional Engineer - Civil,
1981,10272
Structural Engineer, 2005, USA-
SECB,1437-0705
INTIIMOTIOKAO Fabio Sanchez -Duren, P.E., S.E., SECB
25B-63
PPOPOSAL
Civic Center StormwaterLiftStationRenovation Dasignbervices
...<. �.. ter,.. ..� a �....=..... .
projects included: Orange County Flood Control Master Plan; San Diego Creek Master Plan
Update; Local Drainage Manual Update; Santiago Creek Scour Analysis Plan Check; San Diego
Creek Restoration Plans and Operations and Maintenance Manual; Foothill Basins Restoration
Plans and Operations and Maintenance Manual; Santa Ana River Reach 9 SARI Line
Protection; San Juan Creek Phases 4, 5, and 6 and Trabuco Creek Phase 8; and Edinger
Channel - 3D Structural Analysis for Reinforced Concrete Box. The projects included flood
control, water quality, and wildlife corridor or habitat conservation and protection. Michael Baker
also provided services to obtain resource agency permits.
Highland Booster Station Upgrade, Yorba Linda, California. Yorba Linda Water District.
Structural Engineer for several foundation structures required for the proposed upgrade.
Michael Baker provided engineering design and construction management and inspection
services for upgrades to the Highland Booster Station. The pump station was increased to a
total capacity of 15,000 gallons per minute, and the project included modification of two of the
four electric driven motors and pumps. The project also included the addition of a natural gas-
driven backup generator and potential for increasing the pumping capacity of the two remaining
electrical driven pumps by 2,000 gallons per minute in the future.(
Soquel Canyon Pump Station No. 1, Chino Hills, California. City of Chino Hills. Structural
Engineer. Provided structural design for an 80-foot by 25-foot CMU building to house the pump
station. Michael Baker prepared environmental documentation, preliminary design report,
plans, specifications, and cost estimates for a dual-owner facility consisting of two new booster
pump stations housed in a single building, one for domestic water and the other for recycled
water. The domestic water booster pump station was designed to boost water from the City of
Chino Hills' low zone to its Intermediate zone. Due to the site's close proximity to surrounding
homes, equestrian riding area, and SCE transformer towers, extensive site work for the project
was required and included the design of a 16-foot-high retaining wall around the majority of the
site in order to accommodate the building footprint and site access requirements. Other project
features included design of a stand-by emergency generator, extensive landscaping,
reconstruction of a horse trail, specialty electronic gates, and a security system.
Advanced Water Treatment Facilities for the Groundwater Replenishment System,
Orange County, California. Structural Engineer. Michael Baker in a subconsultant role,
provided engineering services for a Microfiltration Break Tank, Reverse Osmosis Transfer Pump
Station, Air Gap Pump Station, and Research Center for the Groundwater Replenishment
System. Jointly sponsored by the Orange County Water District (OCWD) and Orange County
Sanitation District (OCSD), the groundwater replenishment system will provide a new, reliable,
high-quality source of water to recharge the Orange County Groundwater Basin, protect the
basin from seawater intrusion and, by recycling water, postpone the need for OCSD to construct
a new ocean outfall. The Microfiltration Break Tank Is a 165-foot by 95-foot by 27-foot-deep
subterranean concrete water storage reservoir supported on pile foundation. The roof slab
supports 14 vertical turbine pumps, an 84-inch diameter steel piping system, and the Reverse
Osmosis Transportation Pump Station building. The Reverse Osmosis Transfer Pump Station is
a 165-foot by 32-foot by 23-foot steel-framed building with a steel moment frame and braced
frames. The Air Gap Pump Station is a single-story steel pump station with an 18-inch-diameter
by 32-foot-high steel tank on a pile-supported concrete slab foundation. The Research Center is
a single-story steel-framed roof system over the 165-foot by 50-foot outdoor research area.
IRTLCNII,ob.AL Fablo Sanchez -Duran, P.E., S.E., SECB
25B-64
PROP0SAL p
Civic Center 5tormwoterLiftStationRenovation Design Services 3rr
Alan Ashimine
Environmental
Mr. Ashimine prepares environmental and planning studies for
public and private sector clients under the California
Environmental Quality Act (CEQA) and National Environmental
Policy Act (NEPA). He has extensive experience in the
research, analysis, and writing of environmental documentation
for a variety of projects involving Infrastructure, redevelopment,
residential, and Industrial uses. Using his broad background
and understanding of environmental constraints, Mr. Ashimine
provides defensible CEQA/NEPA compliance review and
environmental documentation. He uses the skills developed in
each of his specialized disciplines to prepare and process
environmental documents for a diverse range of projects and
land uses.
Mr. Ashimine uses his experience to manage and author
environmental documentation, often incorporating the results of
complex technical documentation to substantiate conclusions
within the document. Mr. Ashimine has also successfully
prepared environmental documentation for a range of highly
controversial projects subject to scrutiny by the general public,
environmental organizations, and public agencies. Using his
broad background and understanding of environmental
constraints, Mr. Ashimine provides detailed, legally sound
CEQA/NEPA compliance review and environmental
documentation.
Project Experience
Bay Bridge Pump Station and Force Mains Rehabilitation
Study and EIR, Newport Beach, California. Orange County
Sanitation District. Environmental Specialist. Managed the
preparation of the environmental document. Michael Baker
was contracted to deliver a rehabilitation study that provides a
solution to reduce the client's risk exposure for rehabilitation of
the Bay Bridge Pump Station and Force Mains, one of the
client's most critical assets, resulting in agency acceptance
and permits for rejuvenation. Michael Baker also prepared an
EIR covering the selected location of the new pump station and
associated force mains.
Linda Vista Complex Facility Master Plan, Anaheim,
California. City of Anaheim. Environmental Specialist.
Managed the preparation of the environmental document.
Michael Baker provided permitting, environmental, civil,
structural, and electrical engineering services for a facility
master plan at the Linda Vista Complex, a strategic water
supply source in Anaheim's water system. The project included
Years of Experience: 18
Educationrrraining:
B.A., 2000, Environmental
Analysis and Design,
University of Carrfomia, Irvine
Professional Affiliations:
Association of Environmental
Professionals, Member
National Association of
Environmental Professionals
Orange County Association of
Environmental Professionals),
Board of Directors! 2009-
2014
Orange County Association of
Environmental Professionals,
Legislative Committee 12008
I q r11NArIVNAL Alan Ashimine
25B-65
PROPOSAL
Civic CenterStarmwoterLiftStationRenovation Design Services
4.." .
analyzing historical well production and water quality data; reviewing existing planning studies,
Inspection reports, and system operating criteria; conducting hydraulic analyses using the city's
existing hydraulic model; sizing the new reservoir and pump station facilities; developing
preliminary plans for a water treatment facility; preparing alternative site layouts; preparing
lifecycle cost analyses; evaluating construction phasing schedules; and preparing a preliminary
design report for the project.
Pump Station No. 1 Upgrade Project, Cypress, California. City of Cypress. Environmental
Manager. Responsible for environmental documentation. Michael Baker prepared an initial
study with proposed mitigated negative declaration for an upgrade to the City of Cypress Pump
Station No. 1. The city proposed to demolish the existing station and two residential structures
in order to construct a new, upgraded pump station facility. Specific issues included potential
impacts associated with growth inducement, physical division of an established community, and
aesthetic impacts associated with the degradation of character and quality within an existing
residential community.
Poseidon Seawater Desalination Project, Huntington Beach, California, City of Huntington
Beach. Project Coordinator, Responsible for environmental documentation and overall project
coordination. Michael Baker completed the final environmental impact report (EIR) for a 50 -
million -gallons -per -day (mgd) seawater desalination facility to be sited adjacent to the AES
Huntington Beach Generating Station. The project consisted of seawater intake pretreatment
facilities, a seawater desalination plant using reverse osmosis technology, post-treatment
facilities, product water storage, chemical storage, on- and off-site booster pumps, and 24- to
48 -Inch -diameter product water transmission pipelines up to 10 miles in length. Key short-term
project issues included hydrology and water quality, air quality, noise, utilities, aesthetics,
hazardous materials, traffic, and biological/cultural resources. The EIR analysis also included an
In-depth examination of long-term impacts, Including geological Issues; marine water quality; air
quality; impacts to public services and utilities; impacts regarding aesthetics, light, and glare;
and hazardous materials impacts.
Chino I Desalter Expansion and Chino II Desalter Projects, California. Chino Basin
Desalters Authority. Environmental Manager. Responsible for the subsequent EIR. Michael
Baker provided engineering services to the Chino Basin Desalter Authority (CDA) for the
multimillion -dollar Chino I Desalter Expansion and Chino II Desalter projects. The assignment
Involved design of a new desalter facility; expansion and upgrade of an existing desalter facility;
design of numerous groundwater wells; design of water distribution facilities, including pump
stations and pipelines; well equipping; and pump witness testing.
LWIZOM
(nrennnnaueL Alan Ashimine
25B-66
PROPOSAL
Civic Center StormwaterLiftStationRenovation Des!g tlrvices y
Steven Slocum, P.L.S.
Survey
Mr. Slocum has years of progressive surveying experience. He
has worked on several significant projects, including; boundary
and street monumentation, topographic data collection, HDS
ground based Lidar (laser scanning) surveys, aerial control and
validation surveys, grading and utility construction staking,
control, and settlement and deformation monitoring. Mr. Slocum
has worked as a Party Chief on projects including laser scan
surveys, pipeline alignment staking, settlement monitoring, and
tunnel alignment verification.
Project Experience
Baker Regional Water Treatment Plant, Lake Forest,
California. Irvine Ranch Water District Party Chief.
Responsible for field surveys. Michael Baker was the lead
consultant for the Baker Regional Water Treatment Plant
(BRWTP). For a number of years, water agencies in South
Orange County have investigated alternatives for Improving
both water supply and water system reliability. These agencies
determined that a local treatment plant utilizing untreated
surface water from Metropolitan Water District as its source of
supply would be the preferred alternative. Michael Baker
provided preliminary and final design services for the BRWTP.
The plant is sized for a capacity of 28 mgd and will utilize
microfiltration as the primary method of treatment. Additional
project components Include raw water pump station; raw water
pump station for Trabuco Canyon Water District; pretreatment,
Including chlorine dioxide and coagulant; pressurized MF
membranes; UV disinfection; chloraminatlon; backwash
recovery system; solids handling facilities; DYK reservoir
modifications; and product water pump station.
FE08-14-R Sunflower Pump Station Rehabilitation,
Fountain Valley, California. Abhe & Svoboda, Inc. Surveyor.
Michael Baker collected high-definition laser scanning,
terrestrial Light Detection and Ranging (LIDAR), data to
prepare three-dimensional modeling of a single auger and its
respective concrete cradle. The purpose of the scan was to
verify clearances between the auger and cradle to within one
half of an inch to one quarter of an inch. The scanning and
control survey was completed in four stages.
OC -44 Pipeline Rehabilitation/Replacement Project,
Orange County, California. Mesa Water District. Surveyor.
Responsible for topo surveying The OC -44 pipeline runs
approximately 8.6 miles through Orange County. Michael
Baker provided a comprehensive plan to investigate the
Years of Experience: 16
EducatlonfTralning:
A.A., Certificate of Surveying,
Santiago Canyon College
LicenseslCertificatio ns:
Licensed Surveyor, California,
2013, 9044
Certified Party Chief, Califomia
Transportation Worker
Identification Credential
(TWIG), California, 2011
CPR Certified, 2013
Professional Affiliations:
California Land Surveyors
Association, Orange County
Chapter, Past President
1"YASRATIUNAt Steven Slocum, P.L.S.
25B-67
PROPOSAL r Y{a �..-
Civic CenterStormwoterLiftStotionRenovation Design Services .
condition of the existing pipeline, evaluate repair and/or replacement strategies, and identify
permitting and follow-on technical studies required to implement the recommended strategy.
Final design was prepared for the selected alternative.
Santa Ana River Interceptor (SARI) Relocation/Protection On -Call Topographic Field
Survey, Orange County, California. Orange County Sanitation District. Surveyor.
Responsible for field surveys. Michael Baker has assisted the Orange County Sanitation
District and Santa Ana Watershed Project Authority for several years by conducting topographic
surveys to assess the stability of the pipeline and manholes along the subject Santa Ana River
Interceptor (SARI) line segment. Michael Baker has conducted field surveying for each
monitoring survey at critical locations to assess the current pipe depth and compare changes in
the pipe depth with previous reports. This work included taking survey cross sections and
profiles of the SARI line and the Santa Ana River bed at various locations.
Lakeview Transfer R&R Project, Anaheim, California. Orange County Water District. Party
Chief. Responsible for fleld surveys. Michael Baker performed a comprehensive assessment
of the existing 7 -foot x 7 -foot reinforced concrete box (RCB) structure, analysis of alternative
conveyance options, recommendations for repair or replacement, and final design services for
the preferred option for the Orange County Water District (OCWD). Michael Baker's design
services included: inspections, structural analysis of the existing RCB structure, hydraulics
operation and capacity, analysis of existing drain tubes, flow analysis for repair or replacement
options, design calculations, and development of construction documents and drawings.
Reservoir No. 18, Chino Hills, California. City of Chino Hills. Party Chief. Responsible for
field surveys. Michael Baker provided professional engineering services for the design of a new
reservoir that will be a major improvement to the city's water distribution. The proposed reservoir
will be located at the site of existing Chino Hills Reservoir No,1 within the Village Oaks
community. The project Involved an analysis of steel versus concrete tank types, development
of demolition plans for the existing reservoir, and design of the new reservoir.
On -Call Professional Civil Engineering Services Port of Long Beach, Long Beach,
California. Port of Long Beach. Party Chief. Responsible for field surveys. Under an on-call,
five-year contract, Michael Baker is providing a variety of design and engineering services. To
date, the primary task orders have included: Task order no. 1 - Pier D Water System Interconnect;
Task order no. 2 - Pier C Sewer Abandonment Project; Task order no. 3 - Matson Terminal Berth
60 Pavement Condition Investigation; Task order no. 4 - Trailer Village PS&E; Task order no. 5 -
Pier D Roadway Improvements; Task order no. 6 -Anaheim/ 1-710 Health and Safety Services;
Task order no. 7 - Middle Harbor Pavement Analysis and Report; and Task order no. 8 - Interim
Headquarters Tenant Improvements 4801 Airport Plaza Drive.
I R T E R N A T to x AL Steven Slocum, P.L.S.
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25B-69
PROPOSAL
Civic Center5tormwaterLfftStationRenovadanDesign Services
Scope of Services and Schedule
Michael Baker has reviewed the City's proposed scope of work detailed in Attachment 1 of the
RFP. We intend to follow this scope as written; however, in the following paragraphs, we have
included some clarifications and assumptions used for budgeting purposes. We have also
provided value-added scope suggestions, for the City's consideration.
Scope of Services
Task 1— Pre Design
A. Project Kickoff & Site Visit. Michael Baker conducted an extensive site visit during the
preliminary study, and has reviewed the study to refamiliarize with the project. In general,
Michael Baker agrees with the proposed upgrades outlined In Alternative SA1 and F1 of
the preliminary study. During the detailed site visit, Michael Baker's team, consisting of
personnel involved with the preliminary study, as well as new members experienced in
pump station rehabilitation projects, will reevaluate the selected altematives.
B. Value Engineering Summary. Following the detailed site visit, Michael Baker will analyze
the selected aftematives to identify value engineering opportunities. Potential value
engineering opportunities that have been Identified during the proposal phase are Included
in the Understanding of Need. These opportunities, as well as others, will be evaluated at
the time of the site visit.
C. Project Coordination. Michael Baker will provide project management and coordination,
and will prepare progress reports, schedules and invoices according to the City's
requirements. It is assumed progress reports, schedules and invoices will be provided or
updated monthly. Michael Baker will secure permits for site work during the Pre -Design
and Design phases, Construction phase permitting Is excluded, as it is assumed this will
be the responsibility of the Contractor. It is assumed there will be three (3) Progress
Review Meetings (not including the preconstruction meeting, see Task M).
D. Records. Utilities. & Facilities Research. Michael Baker will research existing utility
information, record drawings, and field conditions as outlined in the RFP. During the
Preliminary Study, no record drawings of the Flower PS were available, and it is assumed
that Michael Baker will be responsible for field measurements of the existing pump station
to the extent required to produce the construction documents.
E. Environmental Clearance Document. Based on a review of the proposed improvements
and existing setting, it is anticipated that a CEQA Categorical Exemption will apply to each
lift station project. Michael Baker proposes to utilize the exemption under Section 15301,
Existing Facilities, which allows for the minor alteration of an existing public facility. As
such, Michael Baker will prepare a Notice of Exemption (NOE) as required under CEQA.
The NOE will cite the CEQA Guidelines, Section 15301, Existing Facilities. The NOE will
provide a brief project description, a description of the project site and affected area,
graphics to support the project description/location, and substantiation for the exemption.
fOICAN\noNAL 19
25B-70
PROPWAL f f t
Civic CenterStormwoterLifeStodanRenovadonDesignServices
The NOE will be filed with the County Clerk and State Clearinghouse upon approval by the
City. This task includes consultation with City staff at the onset of the project to verify the
approach and key Issues. This task assumes that a total of two (2) separate Categorical
Exemptions will be prepared (one for each lift station).
Pre -design Phase Deliverables
• Value Engineering Summary—a technical memo (pdf) identifying potential value
engineering opportunities. This memo will be used as a basis of agreement on
conceptual design.
• Progress reports, schedules and Invoices according to the City s requirements.
Task 2 — Desian Phase
F. Site Plan Design PS&E— Construction Documents. Michael Baker will provide a title sheet
and a site plan for each pump station. If adequate record information is not available for
the Flower PS, a field survey around the pump station may required for re -grading and
Installation of the CDS stormwater treatment unit. The field survey has been Included in
Task N under Optional Services.
G. Mechanical Design PS&E— Construction Documents. Michael Baker will provide
mechanical project design PS&E for both lift stations, including demolition plans,
mechanical plans, sections, specifications, and estimate.
H. Electrical Design PS&E — Construction Documents. Michael Baker will provide electrical
project design PS&E for both lift stations. The electrical design excludes coordination of an
Arc Flash Study.
SCADA Control Plan Design PS&E — Construction Documents. Michael Baker will provide
SCADA project design PS&E for the Flower PS, including design of a new RTU housed in
the proposed MCC. It is assumed that the existing RTU will remain at the Santa Ana PS,
and will only require minor modifications for the new Instrumentation. The radio path
survey recommended in the Preliminary Study is not included in this scope, however, it is
recommended this be included in the construction phase of the project.
Sheet Lis
1
G1
Title Sheet
2
G2
General Notes and List of Drawings
3
C1
Site Plan - Santa Ana PS
4
C2
Site Plan, Grading and Yard Piping - Flower PS
5
C3
Civil Details
6
D1
Demo Plan - Santa Ana PS
7
D2
Demo Plan - Flower PS
8 1
1Mechanical Plan & Sections - Santa Ana PS
9M2
Mechanical Plan & Sections -Flower PS
10
M3
Mechanical Details
cmsmzzr�
I RTRRRRTIYR AL 20
25B-71
PROPOSAL
Civic CenterStormwawLiftStotion RenovatioaDeslgn5ervices
rs, inn RF.r � ':A i� T .AeGa
11
M4
I Mechanical Details
12
S1
I Structural Plan and Section — Santa Ana PS
13
92
Structural Plan and Section —Flower PS
14
E1
Electrical Symbols, Notes and Abbreviations
15
E2
Sin le Line Diagram
16
E3
Electrical Site/Power Plan — Santa Ana Pump station
17
E4
Electrical Site/Power Plan — Flower Pump Station
18
E5
Electrical Conduit and Cable Schedule
19
E6
PumD Control Schematic Diagram
20
E7
PLC Connection Diagram 1
21
E8
PLC Connection Diagram 2
22
E9
Electrical Details
23
11
P&ID Legend
24
12
P&ID Diagram 1
25
13
PWD Diagram 2
Design Phase Deliverables
• 90% plans — four (4) full size (24" x 36") sets of signed and sealed prints.
• 90% Special Provisions (SSPs) — Electronic copy of SSPs in MS Word showing
tracked changes. SSPs will include 90% level quantities and estimates, pay item list,
and design calculations.
• 90% technical specifications - electronic copy.
• 90% cost estimate and quantity calculations - electronic copy.
• 90% design calculations- electronic copy.
• 90% design check calculations- electronic copy.
• Final plans - electronic copy.
• Final technical specifications - electronic copy.
• Final cost estimate and quantity calculations - electronic copy.
• Final design calculations.
• Electronic files will be provided in their original format and in PDF for all plans,
specifications and estimates
Task 3 — Permits / Compliance / O&M
J. Operations and Maintenance (O&M) Plan/Report. Michael Baker will prepare an O&M
Pian that outlines best practices for each facility. It is assumed the Contractor will provide
detailed and complete O&M information for the supplied equipment.
K. Permits Compliance. Michael Baker will review and recommend which permits are
required. Since flow and discharge location of the pump stations will remain unchanged, it
is assumed that no permit will be required from the regional water quality control board.
Since no equipment that emits air contaminants is proposed in this project, it is assumed
that no permit air quality permit will be required. Michael Baker will work with the City to
perform the plan checks outlined in the RFP, and will work with other utility and regulatory
agencies, including Southern California Edison, to determine if there are any additional
plan checks or permits required.
mmm
INIINNA110NAL 21
25B-72
PAGPOSA!
Civic [enter5tormwaterLijtStationRenovation Design 5ervides
L. OSHA and/or Other Reouired Safety Traininas & PPEs. Michael Baker will identify and
obtain tralnings and Personal Protection Equipment (PPE) required for staff encroaching
Into the work area. Training events will be coordinated with the City's staff for joint
participation at no cost to the City. It is assumed that confined space entry into the wet
wells is not desired by the City, if this is desired, the PPE and training can be provided for
an additional fee.
Permits / Compliance / O&M Phase Deliverables
• O&M manual —electronic copy
• Documents required for permit compliance will be provided to the respective agencies.
The City will be copied on all correspondence.
Task 4 — Bid and Construction Support Services
M. Bid & Construction Support. Michael Baker will perform bid support and construction
services, as follows:
Bid Support. Michael baker will answer questions regarding interpretation of the bid
documents and will prepare and issue addenda when required.
MeaffngAttendance: Michael Baker will attend construction meetings, as requested by the
City. It is assumed the preconstruction meeting will be attended by the Project Manager
and the Project Engineer, and two (2) additional construction meetings will be attended by
the Project Engineer.
Answer Requests for Information (RFls): Michael Baker will provide technical guidance
and exhibitstsketches as needed to the City in responding to RFis during construction.
Michael Baker will log and track RFIs. Michael Baker is assuming ten (10) RFls for this
project.
Review Shop Submittals: Michael Baker will review the Contractor's submittals and shop
drawings for design intent and general compliance with the Contract Documents. Michael
Baker has estimated that the Contractor will submit up to twenty (20) submittals with ten
(10) additional resubmittals.
As-Builts: Michael Baker will compile all field construction notes, and deviations from the
final plan set that occurred during construction into a final full-size set of record drawings.
Task 5 — Optional Services
N. Field Survey. Michael Baker will conduct a field survey of the Flower PS to provide data for
re -grading and addition of CDS Stormwater Treatment Unit.
Project Control
Horizontal and vertical control will be established at the site sufficient to support final design.
Unless otherwise directed by the Client, the basis of horizontal control will be California
Coordinate System of 1983 (CCS 83), Zone 6, Epoch 2007.00. Coordinates will be
expressed as grid values in terms of the U.S. survey foot. Coordinates will be based on the
published values from the National geodetic survey (NGS). Vertical control will be provided
Ip TYAM�TIOpLL 22
25B-73
PROPOSALstw � T a
Civic Center5tormwcwUft5tatianRenavat(onResign5ervices y <_
�..._ ..
in terms of the North American Vertical Datum of 1988 (NAVD 88), based locally upon
County of Orange benchmarks. Densified project control and benchmarks will be set at
appropriate intervals along the beginning and end of the project.
Topographic Mapping
Topographic mapping will be provided for design -level detail at a scale of 1"= 40' with one
(1) foot interval contours. Mapping will meet the requirements In "ASPRS Accuracy
Standards for Large -Scale Maps," dated March 31, 1993, and will be provided in AutoCAD
format Including a digital terrain model (DTM). CADD files to be provided with standard
Michael Baker file specifications compatible with AutoCAD Civil 3D format unless specked
by client.
Topography shall include obtaining locations, elevations, and descriptions of:
• Contours at one -foot intervals
• Spot elevations on hardscape features.
• Curb and gutters, sidewalks and driveways.
• Pavement areas including the roadway surface and cross gutters.
• Power poles,streetlights, traffic signals and majorsigns, overhead power lines within
the Right of Way.
• Above ground utilities including valves, pull -boxes, meters, and vaults.
• Manhole Rims and Inverts.
• All major surface features that define the shape of the terrain, such as tops and toes
of slopes, grade breaks and natural ground
• Fences and walls within the City Right of Way
O. Potholing. Michael Baker's subconsullant will provide potholing services, if requested by
the City, to identify potential utility conflicts. A preliminary allowance that includes up to five
(5) potholes is provided in the fee schedule. This allowance assumes (3) potholes 12 in x
12 in, up to 5 feet deep, and two (2) potholes 12 in x 12 in, 5-10 feet deep.
C Below Proposal:
C Below will perform (5) potholes as indicated in the client provided potholing exhibit. A
standard pothole is 12 in x 12 in, up to 5 feet deep, performed to the top of pipe or
encasement with sand backfill and a permanent surface patch.
Additional costs: Potholes outside of our standard will be billed based on actual depth or
conditions. Limitations on work hours may cause additional mobilization or traffic control
charges. Permitting fees will be adjusted to actual costs.
If C Below is not hired to mark the locations of the potholes, they will be performed off of
the utility provider's marks under the client's direction. Utility providers typically do not
mark out sewer or storm drain lines. Dry holes are considered billable. Locating is a
separated line item that will be represented on your estimate.
r
Itl Tf Rp RTIVbEL 23
25B-74
Civic Center StonnwoterUftStotion Renovotion Design Services `
Client will be provided a detailed potholing report at the conclusion of the investigation:
Service Includes:
Vacuum Excavation to top of utility, encasement or stop depth Permanent Cold Patch
Sand Backfill Removal of Debris Pothole Report
Service Does Not Include
Permitting
Standard Traffic Control Hot Patching
Slurry Backfill
Engineered Traffic Control Plans Extensive Traffic Control Flagging for Traffic Control
P. Design of Temporary Pumping System. Michael Baker will provide a design of a
temporary pumping system that can be used during the rainy season. The design will
Include a schematic layout showing bypass pump location and discharge point, hydraulic
calculations to size temporary pumps, and selection of suitable pumping equipment.
COMMOM
INT[NNATIONAL 24
25B-75
PROPOSAL k
Civic CenterStormwaterLiftStotion Renovation Design Seriices
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Appendix
ATTACHMENT 3-1: NON -COLLUSION AF'FTIDAVIT
CERTIFICATIONS
NON -COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY OF SANTA ANA DEPARTMENT OF PUBLIC WORKS
In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares
that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association,
organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or
indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly
colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall
refi-ain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement,
communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against
the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in
the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any
breakdown thereo& or the contents thereof,. or divulged information or data relative thereto, or paid, and will not pay,
any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent
thereof to effectuate a collusive or sham bid.
Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature
portion thereof shall also constitute signature of this Non -collusion Affidavit. BIDDERS are cautioned that
malting a false certification may subject the certifier to criminal prosecution.
Signed
State of California John. Nagle, P.E.
County of Orange
Subscribed and swom to (or affirmed) before me on this _ day of 20L,by
, proved to me on the basis of satisfactory evidence to be the person(s) who appeared
before me.e_ C
ZiA
Notary Public Signature
Notary Public Seal
City of Santa Ana RFP
Page A3-1
25B-78
CAUFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE 9 8202
Wo--..+_..
I(W ee Attached Document (Notary to cross out lines 1-6 below)
See Statement Below (Lines 1-6 to be completed only by document signer[®], not Notary)
Signature of Document Signer No. 1 Signature of Document Signer No. 2 fit any)
A notary public or other officer completing this certificate verifies only, the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
Countyof CJra-If 0
w.�=>_s
CINDY OKAMOTO
Notary Public - California
Oran08 County z
zCommission N 21 " '
amy p Comm. Ex ires Nov 7.'2020$
Seal
Place Notary Seal Above
Subscribed and sworn to (or affirmed) before me
on this af�T-day of 2045�1
by Date onth Year
(1) 1 0�4 Ylfi'
(and
Name(s) OfSlgner(s)
proved to me on the basis of satisfactory evidence
to be the person(s) whoappeared b fore me.
Signature
Signatu f Notary Public
OPTIONAL
Though this section is optional. completing this information can dater alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: O -j f�Document Date:
Number of Pages: — Signer(s) Other Than Named Above:
RCO,f?bCXi2+dCYiG4i:4A`��CSx1�9CS2�azg._- 'G3AiGST44Wt�. .
02014 National Notary Association - www.NationalNotary.org • 1 -800 -US NOTARY (1-800.876-6827) Item #5910
25B-79
Appendix
ATTACHMENT 3-2: NON -LOBBYING CERTIFICATION
CERTIFICATIONS
The prospective participant certifies, by signing and submitting this bid or proposal, to the hest of his or her
knowledge and belief, that:
i, No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of any federal agency, a
Member of Congress, art officer or employee of Congress, or an employee of a Member of Congress
in connection with the awarding of any federal contract, the making of any federal grant, the making
of any federal loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement.
2. If any funds other than federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence any officer or employee of any federal agency, a Member of
Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with this federal contract, grant loan, loan or cooperative agreement, the undersigned
shall complete and submit a"Disclosure of Lobbying Activities".
This certification is a material representation of fact upon which reliance was placed when this transaction was made
or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed
by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil
penalty of not less than $10,000 and not more titan $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the
language of this certification be included in all lower tier subcontracts, which exceed $100,000 and !fiat all such sub
recipients shall certify and disclose accordingly.
Signed and Printed Name: _
Title Vice President
Date
May 21, 2018
John Nagle, P.C.
® City of Santa Ana RFP
Page A3-2
Appendix
ATTACHMENT 3-3: NON-DISCRINIINATION CERTIFICATION
CERTIFICATIONS
The undersigned consultant or corporate officer, during the performance of this contract, certifies as
follows:
1. The Consultant shall not discriminate against any employee or applicant for employment because of
race, color, religion, sex, or national origin. The Consultant shall take affirmative action to ensure
that applicants are employed, and that employees are treated during employment without, regard to
their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the
following: employment, upgrading, demotion, or. transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship. The Consultant agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided setting forth the provisions of this
nondiscrimination clause.
2. The Consultant shall, in all solicitations or advertisements for employees placed by or on behalf of
the Consultant, state that all qualified applicants will receive consideration for employment without
regard to race, color, religion, sex, or national origin.
3. The Consultant shall send to each labor union or representative of workers with which be/she has a
collective bargaining agreement or other contract or understanding, a notice to be provided advising
the said labor union or workers' representatives of the Consultant's commitments under this section,
and shall post copies of the notice in conspicuous places available to employees and applicants for
employment.
4. The Consultant shall comply with all provisions of Executive Order 11246 of September 24, 1965,
and of the Hiles, regulations, and relevant orders of the Secretary of Labor.
5. The Consultant shall furnish all information and reports required by Executive Order 11246 of
September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his/her books, records, and accounts by the administering agency
and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules,
regulations, and orders.
6. In the event of the Consultant's non-compliance with the nondiscrimination clauses of this contract
or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or
suspended in whole or in part and the Consultant may be declared ineligible for further Government
contracts or federally assisted construction contracts in accordance with procedures authorized in
Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and
remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule,
regulations, or order of the Secretary of Labor, or as otherwise provided by law.
7. The Consultant shall include the portion of the sentence immediately preceding paragraph (I) and
the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted
City of Santa Ana RFP
Page AM
25B-81
by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive
Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract
or purchase order as the administering agency may direct as means of enforcing such provisions,
including sanctions for noncompliance, provided, however, that in the event the Consultant becomes
involved in, or is threatened with, litigation with a sub -consultant or vendor as a result of such
direction by the administering agency, the Consultant may request that the United States enter into
such litigation to protect the interests of the United States.
S. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats, 1939, and as
amended,
No discrimination shall be made in the employment of persons upon public works because of race,
religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or
sex of such persons, except as provided in Section 1420, and any consultant of public works violating
this Section is subject to all the penalties imposed for a violation of the Chapter.
Signed:
Title:, !rl
Firm. Michael Baker International, Inc.
Date: .!r ^ 0
City of Santa Ana RFP
Page A3-4
25B-82
I NT*ERN AT ION AL
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25B-83
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