HomeMy WebLinkAboutCathcart Garcia vonLangen (CGVL) - 1999-07-06.j Irk CITY OF HUNTINGTON BEACH
2000 MAIN STREET
CALIFORNIA 92648
OFFICE OF THE CITY -CLERK
CONNIE BROCKWAY
CITY CLERK
LETTER OF TRANSMITTAL OF ITEM APPROVED BY THE CITY COUNCIL/
REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BENCH
DATE: I
TO: ATTEIVTIO\:y�e��lQ von LGWj�yen L _
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City, 5ta:e, Zip
See Attached Action Agenda Item Date of Approval
Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item.
Remarks:
Connie Brockway
City Clerk
Attachments: Action Agenda Page
Agreement _,,
Bonds
Insurance -
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Deed
Other
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(Telephone: 714-536-5227 )
PROFESSIONAL SERVICES CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
CATHCART GARCIA vonLANGEN (CGVL), INC., FOR
OVERMYER RESERVOIRS AND BOOSTER P.S.
REHABILITATION ALTERNATIVES (CC-1104)
THIS AGREEMENT is made and entered into this � day of
1999, by and between the City of Huntington Beach, a municipal corporation of the State of
California, hereinafter referred to as "CITY," and CATHCART, GARCIA, vonLANGEN
(CGVL), a California corporation, hereinafter referred to as "CONSULTANT."
WHEREAS, CITY desires to engage the services of a consultant to provide Overmyer
Reservoirs and Booster P.S. rehabilitation alternatives (CC-1104) in the City of Huntington
Beach; and
Pursuant to documentation on file in the office of the City Clerk, the provisions of the
Huntington Beach Municipal Code, Chapter 3.03 relating to procurement of professional service
contracts have been complied with; and
CONSULTANT has been selected to perform said services,
NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows:
1. WORK STATEMENT
CONSULTANT shall provide all services as described in the Request for
Proposal ("RFP"), and CONSULTANT's Proposal dated May 17, 1999 (both of which are
hereinafter referred to as Exhibit "A"), which are attached hereto and incorporated into this
AGREEMENT by this reference. These services shall sometimes hereinafter be referred to as
the "PROJECT."
agree.lovermyer..'6.' ] 6r99
e1109/1999 15:37 9494761139
CGVL ENGINEERS PAGE 02
e7/88/1999 16.1E 714-374-1873 H8 PJ13LIC WORKS 'AGE el
CONSULTANT hereby designates ]arras Clabcart who shall teprescnt it and be its sole
contact and agent in all costeuludons with CITY daring the perfprcnanct of this AGREEMENT-
,
pe arrange orthis AGREEMENT,
3. IMIR
Time is of tbe'esseaca of this AMMONT. The services of CONSULTANT
ere to con mcnce as so,m sc incurable vier the execution of this AGREMMEN an all casks
speaifled in Exhibit "A'.' shall bt cotnplct� no later dw � from t e date of this
A092EMENT. These ti3nes may be extended with the written permission of CITY. The time
fbr perforrnauce of the tasks idv ntified in Exhibit "A" are gentral:y to be shown in the Scope of
Sarvioee vn the W0r1r,PTng:*tlPmjtet Schedule. This schedule may be arnended to benefit the
PRCUBC'T if mutually aired by CITY and CONSULTA. "T.
.•�1 :7 a•
Its consideration ofthe pertbrmauce of the services described herein, CITY agrees
to Pay CONSULTANT a fee hat to oxcoed Seventy Eight Thousand One Hundred Dollars
(S7$,100).
S. gRIOBIT�
is the evea tbe' r+e are any owflicts or inconsiatcnciea between this
AQUBb aNT, the CITY's M, or the CONSULTANT's Proposal, the following order of
ptgeodcnce shall govern: 1) AGREEMENT, 2) tba CONSULTANT's Proposal. and 3) the
CMY's RFP.
M
CONSULTANT hereby designates James Cathcart who shall represent it and be its sole
contact and agent in all consultations with CITY during the performance of this AGREEMENT.
2. CITY STAFF ASSISTANCE
CITY shall assign a staff coordinator to work directly with CONSULTANT in the
performance of this AGREEMENT.
3. TIME OF PERFORMANCE
Time is of the essence of this AGREEMENT. The services of CONSULTANT
are to commence as soon as practicable after the execution of this AGREEMENT and all tasks
specified in Exhibit "A" shall be completed no later than
from the date of this
AGREEMENT. These times may be extended with the written permission of CITY. The time
for performance of the tasks identified in Exhibit "A" are generally to be shown in the Scope of
Services on the Work Program/Project Schedule. This schedule may be amended to benefit the
PROJECT if mutually agreed by CITY and CONSULTANT.
4. COMPENSATION
In consideration of the performance of the services described herein, CITY agrees
to pay CONSULTANT a fee not to exceed Seventy Eight Thousand One Hundred Dollars
($78, l 00).
5. PRIORITIES
In the event there are any conflicts or inconsistencies between this
AGREEMENT, the CITY's RFP, or the CONSULTANT's Proposal, the following order of
precedence shall govern: 1) AGREEMENT, 2) the CONSULTANT's Proposal, and 3) the
CITY's RFP.
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6. EXTRA WORK
In the event CITY requires additional services not included in Exhibit "A," or
changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such
work only after receiving written authorization from CITY. Additional compensation for such
extra work shall be allowed only if the prior written approval of CITY is obtained.
7. METHOD OF PAYMENT
A. CONSULTANT shall be entitled to progress payments toward the fixed
fee set forth herein in accordance with the progress and payment schedules set forth in
Exhibit "A."
B. Delivery of work product: A copy of every memorandum, letter, report,
calculation and other documentation prepared by CONSULTANT shall be submitted to CITY to
demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on
any such product, CITY shall identify specific requirements for satisfactory completion. Any
such product which has not been formally accepted or rejected by CITY shall be deemed
accepted.
C. CONSULTANT shall submit to CITY an invoice for each progress
payment due. Such invoice shall:
1) Reference this AGREEMENT;
2) Describe the services performed;
3) Show the total amount of the payment due;
4) Include a certification by a principal member of CONSULTANT's
firm that the work has been performed in accordance with the
provisions of this AGREEMENT; and
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5) For all payments include an estimate of the percentage of work
completed.
Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is
making satisfactory progress toward completion of tasks in accordance with this AGREEMENT,
CITY shall promptly approve the invoice, in which event payment shall be made within thirty
(30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld.
If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the
reasons for non -approval within seven (7) calendar days of receipt of the invoice, and the
schedule of performance set forth in Exhibit "A" shall be suspended until the parties agree that
past performance by CONSULTANT is in, or has been brought into compliance, or until this
AGREEMENT is terminated as provided herein.
D. Any billings for extra work or additional services authorized by CITY
shall be invoiced separately to CITY. Such invoice shall contain all of the information required
above, and in addition shall list the hours expended and hourly rate charged for such time. Such
invoices shall be approved by CITY if the work performed is in accordance with the extra work
or additional services requested, and if CITY is satisfied that the statement of hours worked and
costs incurred is accurate. Such approval shall not be unreasonably withheld. Any dispute
between the parties concerning payment of such an invoice shall be treated as separate and apart
from the ongoing performance of the remainder of this AGREEMENT.
8. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
CONSULTANT agrees that all materials prepared hereunder, including all
original drawings, designs, reports, both field and office notices, calculations, maps, memoranda,
letters and other documents, shall be turned over to CITY upon termination of this
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AGREEMENT or upon PROJECT completion, whichever shall occur first. In the event this
AGREEMENT is terminated, said materials may be used by CITY in the completion of
PROJECT or as it otherwise sees fit. Title to said materials shall pass to CITY upon payment of
fees determined to be earned by CONSULTANT to the point of termination or completion of the
PROJECT, whichever is applicable. CONSULTANT shall be entitled to retain copies of all data
prepared hereunder.
9. HOLD HARMLESS
CONSULTANT shall protect, defend, indemnify and hold harmless CITY, its
officers, officials, employees and agents from and against any and all liability, loss, damage,
expenses, costs (including without limitation costs and fees of litigation of every nature) arising
out of or in connection with performance of this AGREEMENT or its failure to comply with any
of its obligations contained in this AGREEMENT except such loss or damage which was caused
by the sole negligence or willful misconduct of CITY.
10. WORKERS' COMPENSATION INSURANCE
Pursuant to California Labor Code Section 1861, CONSULTANT acknowledges
awareness of Section 3700 et seq. of said Code, which requires every employer to be insured
against liability for workers' compensation; CONSULTANT covenants that it will comply with
such provisions prior to commencing performance of the work hereunder.
CONSULTANT shall maintain workers' compensation insurance in an amount of
not less than One Hundred Thousand Dollars ($100,000) bodily injury by accident, each
occurrence, One Hundred Thousand Dollars (S100,000) bodily injury by disease, each employee,
Two Hundred Fifty Thousand Dollars ($250,000) bodily injury by disease, policy limit.
5
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CONSULTANT shall require all subcontractors to provide such workers'
compensation insurance for all of the subcontractors' employees. CONSULTANT shall furnish
to CITY a certificate of waiver of subrogation under the terms of the workers' compensation
insurance and CONSULTANT shall similarly require all subcontractors to waive subrogation.
11. GENERAL LIABILITY INSURANCE
In addition to the workers' compensation insurance and CONSULTANT's
covenant to indemnify CITY, CONSULTANT shall obtain and furnish to CITY, a policy of
general public liability insurance, including motor vehicle coverage covering the PROJECT.
Said policy shall indemnify CONSULTANT, its officers, agents and employees, while acting
within the scope of their duties, against any and all claims arising out of or in connection with
the PROJECT, and shall provide coverage in not less than the following amount: combined
single limit bodily injury and property damage, including products/completed operations liability
and blanket contractual liability, of S1,000,000 per occurrence. If coverage is provided under a
form which includes a designated general aggregate limit, the aggregate limit must be no less
than $1,000,000 for this PROJECT. Said policy shall name CITY, its agents, its officers,
employees and volunteers as Additional Insureds, and shall specifically provide that any other
insurance coverage which may be applicable to the PROJECT shall be deemed excess coverage
and that CONSULTANT's insurance shall be primary.
Under no circumstances shall the above -mentioned insurance contain a self -
insured retention, or a "deductible" or any other similar form of limitation on the required
coverage.
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12. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT shall furnish a professional liability insurance policy covering
the work performed by it hereunder. Said policy shall provide coverage for CONSULTANT's
professional liability in an amount not less than 51,000,000 per occurrence and in the aggregate.
A claims -made policy shall be acceptable if the policy further provides that:
A. The policy retroactive date coincides with or precedes the professional
services contractor's start of work (including subsequent policies
purchased as renewals or replacements).
B. CONSULTANT will make every effort to maintain similar insurance
during the required extended period of coverage following project
completion, including the requirement of adding all additional insureds.
C. If insurance is terminated for any reason, CONSULTANT agrees to
purchase an extended reporting provision of at least two (2) years to report
claims arising from work performed in connection with this
AGREEMENT.
D. The reporting of circumstances or incidents that might give rise to future
claims.
13. CERTIFICATES OF INSURANCE
Prior to commencing performance of the work hereunder, CONSULTANT shall
furnish to CITY certificates of insurance subject to approval of the City Attorney evidencing the
foregoing insurance coverages as required by this AGREEMENT; said certificates shall:
A. provide the name and policy number of each carrier and policy;
B. shall state that the policy is currently in force; and
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agree!overmyeN6.1 ] 6:'99
C. shall promise that such policies shall not be suspended, voided or canceled
by either party, reduced in coverage or in limits except after thirty (30)
days prior written notice; however, ten (10) days prior written notice in the
event of cancellation for nonpayment of premium.
CONSULTANT shall maintain the foregoing insurance coverages in force until
the work under this AGREEMENT is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverages shall not derogate
from the provisions for indemnification of CITY by CONSULTANT under the AGREEMENT.
CITY or its representative shall at all times have the right to demand the original or a copy of all
said policies of insurance. CONSULTANT shall pay, in a prompt and timely manner, the
premiums on all insurance hereinabove required.
14. INDEPENDENT CONTRACTOR
CONSULTANT is, and shall be, acting at all times in the performance of this
AGREEMENT as an independent contractor. CONSULTANT shall secure at its expense, and
be responsible for any and all payment of all taxes, social security, state disability insurance
compensation, unemployment compensation and other payroll deductions for CONSULTANT
and its officers, agents and employees and all business licenses, if any, in connection with the
services to be performed hereunder.
15. TERMINATION OF AGREEMENT
All work required hereunder shall be performed in a good and workmanlike
manner. CITY may terminate CONSULTANT's services hereunder at any time with or without
cause, and whether or not PROJECT is fully complete. Any termination of this AGREEMENT
8
agree.'overmyer..fi 16I99
by CITY shall be made in writing, notice of which shall be delivered to CONSULTANT as
provided herein.
16. ASSIGNMENT AND SUBCONTRACTING
This AGREEMENT is a personal service contract and the supervisory work
hereunder shall not be delegated by CONSULTANT to any other person or entity without the
consent of CITY.
17. COPYRIGHTSIPATENTS
CITY shall own all rights to any patent or copyright on any work, item or material
produced as a result of this AGREEMENT.
18. CITY EMPLOYEES AND OFFICIALS
CONSULTANT shall employ no CITY official nor any regular CITY employee
in the work performed pursuant to this AGREEMENT. No officer or employee of CITY shall
have any financial interest in this AGREEMENT in violation of the applicable provisions of the
California Government Code.
19. NOTICES
Any notice or special instructions required to be given in writing under this
AGREEMENT shall be given either by personal delivery to CONSULTANT's agent (as
designated in Section 1 hereinabove) or to CITY's Director of Public Works as the situation shall
warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same
in the United States Postal Service, addressed as follows:
TO CITY:
Robert Beardsley, Director of Public Works
City of Huntington Beach
2000 Main Street
Huntington Beach, CA 92648
TO CONSULTANT:
James Cathcart, Principal
Cathcart Garcia vonLangen (CGvL)
7 Corporate Park Drive, Suite 250
Irvine, CA 92606
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20. IMMIGRATION
CONSULTANT shall be responsible for full compliance with the immigration
and naturalization laws of the United States and shall, in particular, comply with the provisions
of the United States Code regarding employment verification.
21. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONSULTANT and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services, and that such legal services are expressly outside
the scope of services contemplated hereunder. CONSULTANT understands that pursuant to
Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for
CITY; and CITY shall not be liable for payment of any legal services expenses incurred by
CONSULTANT.
22. ATTORNEY' S FEES
In the event suit is brought by either party to enforce the terms and provisions of
this AGREEMENT or to secure the performance hereof, each party shall bear its own attorney's
fees.
REST OF PAGE NOT USED
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23. ENTIRETY
The foregoing, and Exhibit "A" attached hereto, set forth the entire
AGREEMENT between the parties.
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be
executed by and through their authorized offices the day, month and year first above written.
CATHCART GARCIA vonLANGEN CITY OF HUNTINGTON BEACH, a
(CGvL) municipal corporation of the State of
California
By:
James Cath art, Pr ide t
Mayor
AND -
ATTEST:
By:
print name City Clerk
ITS: (circle one) Secretary ief Financial Offic-e Asst.
Secretary — Treasurer APPROVED AS TO FORIA:
REVIEWED AND APPROVED: �J ity Attorney
6-7i6—T"� c,lrc,/S5
D AND AP P OVED:
C' Administrator
Director of Public Works
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PROFESSIONAL SERVICES CONTRACT BETWEEN
THE CITY OF HUNTNGTON BEACH AND
CATHCART GARCIA vonLANGEN (CGVL), INC., FOR
OVERMYER RESERVOIRS AND BOOSTER A.S.
REHABILITATION ALTERNATIVES (CC-1104)
Table of Contents
Work Statement
CityStaff Assistance................................................................................................2
Timeof Performance...............................................................................................2
Compensation..........................................................................................................2
Priorities........................................................................................2
ExtraWork...............................................................................................................2
Methodof Payment..................................................................................................3
Disposition of Plans, Estimates and Other Documents...........................................4
HoldHarmless.........................................................................................................5
Workers' Compensation Insurance..........................................................................5
General Liability Insurance......................................................................................6
Professional Liability Insurance..............................................................................6
Certificates of Insurance..........................................................................................7
Independent Contractor............................................................................................8
Termination of Agreement.......................................................................................8
Assignment and Subcontracting..............................................................................9
Copyrights/Patents...................................................................................................9
City Employees and Officials..................................................................................9
Notices.....................................................................................................
................
Immigration..............................................................................................................10
Legal Services Subcontracting Prohibited...............................................................10
Attorney's Fees.........................................................................................................10
Entirety.....................................................................................................................10
12
agree/overmrer'6' 16/99
CATHCART
GARCIA
VON LANGEN
CGvL
ENGINEERS
May 17, 1999 .
Mr. Tom Rulla -
Engineering Division
Department of Public Works
City of Huntington Beach
2000 Main Street, P.O. Box 190
Huntington Beach, CA 92648 961-2399/19
Subject: Meeting -Your Overmyer Reservoirs and Booster Pumping Station Rehabilitation Needs
Dear Mr. Rulla:
As required in Section IV of your request for proposal, Cathcart Garcia von Langen (CGvL) Engineers
summarized in Table I the proposed fee for each task including subconsultant's costs, manhours per task, and
other direct costs. We are also including our Schedules of Billing Rates and Direct Expense Charges for the
year ending December 31, 1999.
For convenience, we listed below assumptions used to develop our proposed level of effort and compensation.
We also listed separately other design features that the City may consider adding to the final scope of work.
Basic Assumptions:
❑ The existing reservoirs can be removed from service to facilitate field inspection and testing requirements.
❑ We have allowed two weeks in our proposed project schedule for the City's review of the Background
Report.
❑ We included two meetings during Phase I to interview your staff and to present preliminary field
inspection and testing results.
❑ We included two meetings during Phase II to present alternatives to upgrade for the reservoirs and
pumping station.
❑ Core sampling costs have been included as a direct cost and includes four core samples for corrosion
analysis and five core samples for concrete compressive strength analysis.
The CGvL Engineers team identified the following optional tasks for the City's consideration. Costs are not
included for these items.
❑ Evaluate chlorination facilities requirements for the three reservoirs to maintain adequate residuals.
❑ - Evaluate combining the Overmyer Booster Pumping Station with the Reservoir Hill/Overmyer Pumping
Station to provide a common pumping station facility.
If you have any questions regarding our fee proposal, please contact me at (949) 476-6050.
Your Rehabilitation Experts,
CATHCART GARCIA VONT/3NGEN
James Cathcart, P.E.
Principal
GEG:jal
F:'Propopil- :Huntbcach0W.-FeriTo« 7 Corporate Park Drive . Suite 250
Irvine a California a 92606
(949) 476-6050 a FAx (949) 476-1139
CATHCART GARCIA VON I., NGEN
CGVL ENGINEERS
Direct Expense Charges
Effective January 1 to December 31,1999
Direct expenses to projects are charges incurred by Cathcart Garcia von Langen
Engineers for such items as computer time'- automobile mileage, transportation,
equipment rental, testing services, postage, communications, reproduction, travel and
living expenses, and subconsultants.
Charges for miscellaneous direct expenses are included as part of the hourly billing rates
for each labor category, and include standard software and computer usage, normal
communication and postage, and minimal in-house photocopying. Charges for other
direct expenses are billed at the actual cost or charge out rate, plus a service charge of 10
percent for expenses, and 10 percent for subconsultants. Other direct expenses include:
❑ Subconsultants
❑ Transportation
❑ Travel and living expenses
❑ Computers with engineering analysis programs at $10 per hour
❑ Check prints at $1 each
❑ Black and white, and color plots from $8 to $42 each, based on sheet size, complete
list available on request
❑ Mileage at $0.32 per mile
❑ Scanning text and photographs, $7 per scan
❑ Photocopies at $0.10 per copy
❑ Outside photocopy, blueprint, printing or plotting services
❑ Equipment rental
❑ Testing services
❑ Special postage, handling or messenger service
F:%ACCTGBi11 Antn'.Odc Lsi 99.Doc
Table 4 - Proposed Level of Effort and Associated Compensation
Task
No.
Description
Jim
Cathcart
Pete
Heye
Dave
Yang
Designer
Admin
Assist.
Total Hrs.
Cost, dollars Other
Labor
Simon Wong
DeC
Directs
Total
1
Phase I - Background and Fad Finding
Review Existing Data
4
16
1,808
2,442
4,250
Interview City Staff
4
8
$
1
20
2.004
9241
2,928
Perform Field Testing
8
8
800
6,2041
5,830
5,610
18.444
Meet with City Staff
4
4
4
12
1,252
1,518
2,776
Prepare Background Report
8
16
8
8
16
56
4,504
4,642
300
9,446
City Review
4
4
8
900
900
Subtotal Phase I
20
44
36
8
16
104
11,268
15,730
5,830
5.910
38,738
2
Phase II - Development of Alternatives
0
Alternative A -Replace Reservoir
4
4
4001
4,758
5,158
Alternative B- Repair Reservoirs
4
4
400
4,758
5,158
Analyze Booster Pumping Station
4
4
40
48
4,420
4,257
8,677
Project Workshop
8
8
4
4
24
2,332
1,648
4,180
Prepare Final Report
8
24
8
8
24
72
5,664
6,193
500
12,357
Project Management
16
8
16
40
3,5201
3001
3,820
Subtotal Pase 11
36-r--52--t
52
1 8
1 44
1 192
16,7361
21,813
8001
39,349
IGRAND TOTAL
1 56
1 96
1 16
1 60
1 2
0041
37,543178,0871
C
tvrcpa'.1.97Y� ivns
CATHCART GARCIA VON LANGEN, INC.
CGvL ENGINEERS
Schedule of Hourly Billing Rates
Effective January 1 to December 31,1999
Enizinem*ng Hourly Billing Rate
❑ Principal
$125
❑ Managing Engineer
$112
❑ Supervising Engineer
$100
❑ Senior Engineer
$88
❑ Engineer
$75
❑ Associate Engineer
$68
❑ Assistant Engineer
$60
Construction
❑ Construction Manager $90
❑ Resident Engineer $73
❑ Inspector II $60
❑ Inspector I $50
Technical
❑ Designer
$60
❑ Drafter
$50
❑ Engineering Technician II
$47
❑ Engineering Technician I
$42
Administrative
❑ Administrative Assistant $47
❑ Word Processor $40
❑ Clerk $35
F:,ACCTGSBiII R31es,99 RaieDac
I
CATHCART
r
GARCIA
VON LANGEN
CGvL =
0NG!-NEERS. -
r May 17, 1999
r Mr. Tom Rulla
r Engineering Division
Department of Public Works
r 2000 Main Street, P.O. Box'190
r Huntington Beach, CA 92688 901-2399/19
r Subject: Meeting Your Overmyer Reservoirs and Booster -Pumping Station Rehabilitation Needs
Dear Mr. Rulla:
r
r Obtaining least -cost rehabilitation alternatives for your major storage and pumping facilities are critical to
Huntington Beach from a safety, operations, and capital cost standpoint! Cathcart Garcia von Langen
r (CGvL) Engineers team of experts are ready to help you conquer these challenges by providing:
❑ The confidence that comes from a consultant team familiar with all aspects of concrete reservoir and
pumping station design, construction, operation and rehabilitation.
❑ Senior -level structural and mechanical engineers that have completed recent, similar concrete reservoir
rehabilitation projects.
b ❑ The assurance that our team understands the City's budget constraints and the importance of valid
construction cost opinions.
❑ Practical experience to ensure that the recommended facility improvements will meet the South Coast
Air Quality Management District, the National Fire Protection Association Article 820, and Uniform
Fire Code.
1
❑ The comfort of knowing that our team's depth of experience includes design and permitting of chlorine
gas, chlorine solution or on -site chlorine generation systems facilities.
1
1 Because your project is important to me and our company, I personally will oversee and actively participate
in your Overmyer Reservoirs and Booster Pumping Station Rehabilitation Alternatives project. I also have
1 the authority to negotiate and contractually bind the company as Principal of the firm and can be reached at
1
949-476-6050.
1 Our staff looks forward to meeting with you and discussing any questions you may have regarding our
1 approach, scope of work, or level of effort.
1 -
' Your Rehabilitation Experts,
I CATHCART GARCIA VON ANGEN
I
ames Cathcart, P.E.
r Principal
1 GEG.jal
FAPropoaa1.99 HLLmbeach.019kCovc ltr.Doc
1
1 7 Corporate Park Drive • Suite 250
r Irvine • California • 92606
(949)476-6050 • FAx (949)476-1139
i
Section 1 Project Approach and
Scope of Services
Section 2 Statement of Qualifications
Section 3 Assigned Representatives
Section 4 Project Schedule
Section 5 Contract Information and
Insurance Requirements
Appendix A Personal Profiles
CGVL
E N G I N E E R S
PROJECT APPROACH
AND SCOPE OF SERVICES
The City of Huntington Beach (City) plans to conduct a two phase study to determine the best
overall plan for either rehabilitating or replacing the Overmyer Reservoirs and associated
Booster Pumping Station. Previous studies undertaken by the City indicate that Overmyer
Reservoirs No. 1 and No. 2 need additional evaluation to address structural deficiencies in the
roof, support columns, exposed rebar, wall cracks, and corrosion of piping and instrumentation
equipment. Structural deficiencies in Reservoir No. 3 are similar to Reservoirs No. 1 and No. 2
but are so severe that the reservoir is not operated at the maximum water level intended in the
original design.
Several issues must be addressed to adequately determine the best course for the City to take in
ensuring that adequate reservoir storage and conveyance capacity are maintained for years to
come. These include:
❑ Long term seismic safety of the reservoirs, pumping stations, and piping
❑ Methods of operating the water distribution system efficiently
❑ Minimize water service disruption during reservoir and pumping station renovation or
reconstruction
❑ Maintain or improve reservoir water quality
❑ Minimize neighborhood inconvenience
❑ Disinfection facilities
❑- Maintain disinfectant residual and water quality
4 Improve reservoir operational flexibility
❑ Inlet/outlet piping design
a Supervisory Control and Data Acquisition (SCADA) interface
❑ Operations issues such as adequate site access, wall and roof access, safety, site security,
and level monitoring
In reviewing the City's RFP, our pre -proposal site visit, discussions with City personnel, and our
understanding of your water system, the Cathcart Garcia von Langen (CGvL) Engineers team
has developed a number of innovative concepts for evaluating your facilities. These concepts
stem from our team's experience in concrete reservoir and pumping station planning, design and
rehabilitation.
APPROACH
R
Alternative Concepts At the project onset, senior members of CGvL Engineers team will conduct a brainstorming
Brainstorming meeting with City staff to use a consensus approach in developing a list of feasible ideas that can
Meeting be molded into the final alternative. This session will commence with a site visit including the
City's operating and engineering staff together with our team's reservoir and pumping station
experts, and is envisioned as a full -day meeting. Suggested topics for discussion will include:
R
❑ Rehabilitate versus replace 7 Roof construction materials
- feasibility - wood
- City's overriding issues - aluminum
* - decision criteria - concrete
R
R
CATHCART GARCIA VON LANGEN ENGINEERS 1-1
Project Approach and Scope of Services
❑ Operational considerations
- work during low demand periods
- take out of service entirely
- alternative water supplies
- reliability during emergencies
d Access
operational needs
maintenance requirements
❑ Reservoir materials/usage
- reinforce and line existing
- use existing in new construction
- demolish and start over
Water System Whether the existing Overmyer Reservoir No. 3 is rehabilitated, or a new reservoir is
Operational Impacts constructed, this facility must be taken out of service for an extended time period. Based on our
pre -proposal meeting discussions, this will not have a significant impact on the day-to-day water
system operation. Therefore, we will recommend working on Reservoir No. 3 and its associated
pumping station first before any work is done on Reservoirs No. I and No. 2.
Structural Our team includes concrete reservoir and water conveyance system design specialists. This
Considerations group of individuals will convene early on with City staff to review our rehabilitation and
reconstruction concepts in the previously discussed Alternative Concepts Brainstorming
Meeting. Based on preliminary evaluations by others, it appears that Reservoirs No. 1 and No. 2
are structurally and seismically sound therefore rehabilitation of their structural deficiencies is
feasible. In evaluating Reservoir No. 3, our approach will be first to confirm that the reservoir
structural and seismic design can be upgraded economically to meet current standards. Based on
economics, we will recommend to replace or rehabilitate Reservoir No. 3.
Based on recent work completed by our team we estimate that the cost to construct a new 21.5
million gallon reservoir is between 14 to 15 million dollars not including demolition of the
existing reservoir, engineering and administration costs. We estimate that the cost to upgrade
Reservoir No. 3 is between 5 to 6 million dollars. Engineering and administration costs would
also be reduced because the construction time required to upgrade is less than the time required
to replace the facility.
Our team will explore options to rehabilitate the reservoirs. This includes methods to line and
protect the structural integrity from reinforcing steel corrosion occurring in all three reservoirs.
To assess the extended of reinforcing steel corrosion, we are including in our scope of work non-
destructive testing and core sampling. We will determine the capacity of the concrete to provide
a protective environment for reinforcing steel and the concrete strength.
Appurtenance Design Proper appurtenance design includes sufficient entry and exit size, location, and spacing
considerations for ease of future maintenance, and addressing safety issues such as access
ladders, site lighting, tank ventilation and vandalism control.
Water Quality Also important is the tank inlet/outlet design, with various entry/exit configurations to improve
reservoir mixing and limit water short-circuiting. There are various design alternatives to
explore for maintaining good water quality by more complete reservoir mixing and disinfection
residual maintenance. Water circulation within reservoirs has undergone extensive research
since the mid-1980s due to the promulgation of the Surface Water Treatment Rule. Numerous
studies have been undertaken by the engineering community and organizations such as the
American Water Works Association Research Foundation. In evaluating your reservoirs, water
quality issues, we will incorporate in our study the latest findings and recommendations for the
relative Iocation of the inlet and outlet piping need for mechanical mixing, and addition of baffle
walls, etc. The objective is to maintain water quality by eliminating short circuiting between the
inlet and outlet pipes and thus eliminating the potential for water stagnation.
CATHCART GARCIA VON LANGEN ENGINEERS 1-2
•
•
Project Approach and Scope of Services
Disinfection Based on discussion with the City staff, gaseous chlorine is the preferred disinfection method.
CGvL Engineers can evaluate at the City's request alternatives to upgrade the disinfection
system using gaseous chlorine.
The volume of gaseous chlorine stored at the site requires that the facilities be designed to meet
the Uniform Protection Code Article 80. Enforcement of this article by the Orange County Fire
Authority will require full containment and gas scrubbing in the event of a chlorine leak. In
turn, the scrubber will require a permit to construct and a permit to operate from the South Coast
Air: Quality Management District (SCAQMD). There are several neighboring cities and water
districts that have replaced gaseous chlorine with chlorine solutions or on -site chlorine
generation equipment to eliminate the need for Risk Management PIans and reduce liability in
the event of a chlorine leak.
Pumping Station Our team will review the existing pumping station design and discuss with the City operational
Upgrade problems, if any. Based on conversations with the City staff, the preferred mode of driving the
pumping equipment is using internal combustion (IC) engines with dual carburetors for natural
gas and propane. At the City's request, CGvL Engineers can conduct an economic evaluation to
determine the cost effectiveness of using dual carburation IC engines versus using pumping
equipment driven by gear drives accepting IC engines and electric motors.
Our team of engineers has recent and relevant experience designing facilities using IC engines
driving pumping and power generation equipment. Your upgraded facility will have to meet the
National Fire Protection Association (NFPA) Article 820 ventilation and SCAQMD
requirements. Our designs include features for noise control and provisions to facilitate
equipment maintenance and operation. For example, the piping associated with the IC engine is
provided with flexible connectors installed parallel rather than perpendicular to the engine block.
This will minimize flexible connector wear and tear as a result of engine vibration.
Based on information provided by the City, at high water demand periods, both pumps operate
simultaneously. As part of our evaluation, we will review the pumping station inlet conditions
as the existing installation has the pumps' suction piping relatively close to each other.
Construction Issues If Reservoir No. 3 is replaced then general site access would be a concern given that any
construction will impact neighboring residences. Therefore, proper planning and attention to
construction techniques must be considered when evaluating reservoir options. Similarly, if a
new reservoir option is selected, determining construction hours will be an important
consideration. For instance, how will noise and dust be mitigated? How will construction site
safety be handled? These questions will be addressed in our Phase I study.
SCOPE OF WORK
CGvL Engineers proposed work program presents the details of our approach for preparing the
City of Huntington Beach. The services presented below represent our current understanding of
the City's needs based on our review of materials provided, discussions with City staff, our
understanding of your water system, and our approach described above.
PHASE 1
Background and Fact Finding
In this project phase, our team will review all available information on the reservoirs and
Booster Pumping Stations. upon the completion of this phase, the City will decide whether or
not to proceed with Phase II Development of Alternatives. Phase I includes the following tasks:
CATHCART GARCIA VON LANGEN ENGINEERS
1-3
Project Approach and Scope of Services
Task IA —Review Under this task, our team will review existing structural information, inspection reports and
Existing Data previous investigations. In preparing our proposal, the CGvL Engineers team has already started
reviewing available data. Information to be reviewed includes:
❑ Engineering Report dated July 1994
❑ Geotechnical Investigation dated July 1994
❑ Aquatic Inspection Overmyer Reservoir Nos. 1 and 2.
❑ Aquatic Inspection Overmyer Reservoir No. 3
0 Reservoir and Booster Pumping Stations flans
Task 111--Interview Senior members of our project team will conduct an alternative concepts brainstorming meeting
City Staff with the City staff to jointly develop the approach to be used in the subsequent field
investigations and testing.
Task IC —Perform Site visits will be conducted with key m_ embers of our engineering team to inspect the reservoir
Field Testing for cracking, steel corrosion, concrete condition, and roof condition. In evaluating reservoir
rehabilitation, we will be conducting non-destructive testing and core sampling. To assess
existing corrosion in the steel reinforcing, concrete alkalinity will be tested. If concrete
alkalinity is below 8 or 9, the ability to provide a protective environment for the steel diminishes.
Electro-potential and continuity tests will also be conducted to assess the extent of steel
connectivity and level of steel corrosion.
Our field investigation team will identify and examine areas of reinforcing steel corrosion,
extensive cracking, and spalling. We have assumed that up to four 2-inch core samples are
required to analyze for chloride penetration and depth of carbonation and five 4-inch core
samples for concrete compressive strength testing.
Task H)--Meet with At the completion of the field testing phase, we will meet with the City staff to present and
City Staff discuss the results of corrosion analysis, concrete compressive strength analysis, and findings
and recommendations.
Task Ili -Prepare After meeting with the City staff, we will proceed with the preparation of a background report
Background Report detailing the existing information, results of field investigations and presenting a project plan to
proceed with Phase II. Six copies of the Background Report will be submitted to the City for
review and approval.
PHASE 2
Development of Alternatives
This phase continues the work performed under Phase I and includes the development of
alternatives for either reservoir repair or replacement and Booster Pumping Station upgrade.
This report also summarizes the Booster Pumping Station structural evaluation and
recommendations to replace the pumping equipment and appurtenances. Tasks under this phase
are:
Task IIA---Replace Under this task we will evaluate the replacement of the existing Reservoir No. 3. As mentioned
Reservoir in our project approach we do not consider Reservoir Nos. I and 2 candidates for replacement.
We will investigate the space available for new reservoir. Due to the space available at the site,
we can safely assume that the new Reservoir No. 3 would have a similar if not the same footprint
as the existing reservoir.
CATHCART GARCIA VO>\ LANGEN ENGINEERS 1-4
1
1
1
1
Project Approach and Scope of Services
Task IIB--Repair Under this task we will evaluate repair techniques and alternatives for Reservoir Nos. 1, 2 and 3.
Reservoir These will include:
Pressure grouting
0 Membrane liners
0 Concrete liners
Q New structural components
O Roof support systems
p Roof covers
A life cycle cost analysis will be prepared for each of the alternatives generated under Tasks IA
and NB to determine the most cost effective alternative.
Task IIC—Analyze This task includes the structural analysis of the Booster Pumping Station structure to determine
Booster Pump compliance with the latest seismic design criteria. As part of this task, we will also evaluate
Station alternatives to upgrade and replace existing pumping equipment. For purposes of this proposal,
we are assuming that the City will use IC engines with carburetors for natural gas and propane.
The report will discuss in detail upgrades to meet the UFC, NFPA, and SCAQMD requirements.
Task UD---Project We are assuming that during this project phase, we will meet with the City Staff twice to discuss
Workshops the preliminary and final report.
Task ME —Prepare After meeting with the City staff, we will proceed with the preparation of a final report detailing
Final Report our evaluation of alternatives for the rehabilitation of the reservoirs and pumping station and
presenting our recommendation with life cycle cost estimates.
CATHCART GARCIA VON LANGEN ENGINEERS 1-5
Iti
STATEMENT OF QUALIFICATIONS
CGvL Engineers project team has performed a substantial amount of work similar to the City's water
reservoir and pumping station evaluation projects. The following descriptions are for successfully
delivered or almost completed projects that represent work of the same type required for your project.
These projects involved new and rehabilitated water storage facilities, with work performed over a range of
phases, from initial planning, inspection and testing, through design. All of these projects involved one or
more of CGvL Engineers proposed key team members in major roles as indicated.
Capistrano Beach Reservoir Preliminary Design Report, South Coast Water District
Location: The District's main pressure zone operates as two separate subzones because of a 25-
Orange County, CA foot water surface elevation difference between the Dana Point and Capistrano Beach
Reservoirs. The 0.6 MG Capistrano Beach Reservoir, at the lower elevation, is a
Key Itersonael: partially buried hypolon lined concrete tank with a wood frame roof. Installed more
Jim Cathcart, Project Manager than 70 years ago, this undersized reservoir has reached the end of its useful life and
Steve Friedman, Project Engineer was recommended for replacement in CGvL Engineers recent) completed water
Mark Ralph, Staff Engineer p g y p
master plan. The preliminary design report evaluated alternatives to replace the
Contact: Capistrano Beach Reservoir with a minimum 2.0 MG reservoir. A proposed site
Harry Weinroth layout to maximize storage capacity was developed to include the new reservoir, yard
(949) 248-3941 piping, and a pressure reducing vault while keeping the existing reservoir in service.
The preliminary design report examined site, geotechnical, environmental, and
aesthetic constraints to constructing the new reservoir and increasing the.water surface
elevation by approximately 25 feet. The report recommended the new reservoir be
constructed of concrete.
Rancho Bernardo Reservoir, City of San Diego Water Utilities Department
Location: This project involved the retrofit of a 10 million -gallon underground reservoir to
San Diego County, CA comply with current 1994 UBC codes. The primary focus of the renovation involved
structural repair to the existing concrete roof beam/girder connections. Moreover, a
Key Personnel: study for adding a 25 feet tall concrete wall separating the reservoir into two
Simon Wong, Project Manager compartments was completed. A two -week site visit and data gathering evaluation of
Eric Ng, Project Engineer existing conditions was also performed. Furthermore, the reservoir retrofit design was
Contact: reviewed by the Department of Safety of Dams to ensure compliance.
isam Hireish
(619)533-5120
South San Diego Reservoir, City of San Diego Water Utilities Department
Location: Seismic and structural retrofit of a 15 million gallon, sloped hopper bottom reservoir
San Diego County, CA with built-up reinforced concrete perimeter walls. The roof structure consisted of
aluminum panels supported by steel plate girders with steel pipe columns. A study for
Key Personnel: Simon Wong, Project Manager adding a 25-foot tall concrete wall separating the reservoir into two compartments was
Eric Ng, Project Engineer also completed.
Contact:
Walter Cooke, P.E.
(619)668-2036
CATHCART GARCIA VON LANGE'r ENGINEERS 2-1
Statement of Qualificatlons
Reclaimed Water Distribution System Design, Walnut Valley Water District
Location: The District's reclaimed water distribution system project consisted of assisting in the
Walnut, CA initial state funding process, obtaining a $6 million grant, preliminary design, final
design, construction management, and start-up. The $8.3 million reclaimed water
Key Personnel: system included 24 miles of transmission and distribution pipeline, a 5.4-mgd
Jim Cathcart, Project Manager pumping station, l .44-mgd booster pumping station and hydropneumatic tank, and 2
Contact: million gallon steel reservoir with an aluminum dome roof design. Reservoir
Bryan Lewis construction had to be coordinated with an on -going tract development. Extensive
(909) 595-1268 landscaping was added around the site, which was visible to several existing homes.
Design of a second 2 million gallon reservoir was later added to the system.
Elm Avenue Reservoir and Booster Pumping Station Design, City of Torrance
Location: This CGvL Engineers design project incorporated site civil work, a new booster
Torrance, CA pumping station, chemical storage, sodium hypochlorite and ammonia disinfection
system, steel storage tank and electrical design at the existing Elm Avenue production
Key Personnel: facility. It also included existing storage reservoir and pumping station demolition.
Guillermo
Cathcart, Project Managerllermo Garcia, Project Reviewer During facility design, a computer generated site layout was prepared for use at a local
Gui
Steve Friedman, Project Engineer public meeting to address facility siting issues.
Contact:
Nazir Qureshi
(3 I0) 618-2916
Utility Infrastructure Design Improvements, The California Polytechnic State University,
San Luis Obispo Campus
Location: This $16 million campus infrastructure improvement program at Cal Poly, San Luis
San Luis Obispo, CA Obispo, included campus -wide modifications to several infrastructure systems.
Improvements included water distribution piping, a 5-mgd pumping station, and 0.5
Key Personnel: Jim Cathcart, Project Manager million gallon concrete reservoir design. The new reservoir was located on a remote
hillside, and site access and layout were important issues addressed during design.
Contact:
Norm Jacobson, retired
(805)756-2321
Point Loma Reservoir, City of San Diego Water Utilities Department
Location: Structural retrofit of a 10.9 million gallon, concrete lined, reservoir with a sloped
San Diego County, CA bottom. The reservoir has a wood -framed roof topped with plywood sheathing
supported by precast concrete columns. New seismic shearwalls were designed to
Key Personnel: resist seismic forces per the new code. The roof members and sheathing were
Simon Wong, Project Manager Eric Ng, Project Engineer completely replaced in order to meet current standards.
Contact:
Walter Cooke, P.E.
(619)668-2036
CATHCART GARCIA VON LANGEN ENGINEERS 2-2
Statement of Qualifications
Sewerage and Water Reclamation Facilities, San Diego County
Location: This project included plamung and design for a sanitary sewer collection system and
San Diego County, CA water reclamation facilities for a rural area of San Diego County. The water
reclamation portion of the project included a reclaimed water pumping station to
Key Personnel: transport reclaimed water to a 115 acre-foot storage facility, a 250,000 gallon capacity
Pete Heye, Project Manager above ground circular steel operational storage tank, and a reclaimed water
Contact: distribution system.
Raju Dabholkar
(6I9) 694-3938
Miramar Storage Tank, City of San Diego Metropolitan Wastewater Department
Location: Structural design of a 9.0 million gallon, 22 feet tall by 260 feet diameter prestressed concrete
San Diego County, CA reclaimed water storage tank. The rank has both a concrete flat plate roof and round columns
with drop panels. Due to height limitations, the tank is completely buried. Also included in the
Key Personnel: design was a 250,000 gallon underground concrete "raw water inlet structure" for mixing raw
Simon Wong, Project Manager and reclaimed water.
Eric Ng, Project Engineer
Contact:
Walter Cooke, P.E.
(619)668-2036
CATHCART GARCIA VON LANGEN ENGINEERS 2-3
ASSIGNED REPRESENTATIVES
CGvL Engineers concurs with the City's approach to thoroughly evaluate a feasible option for
rehabilitating or replacing your Overmyer Reservoirs and upgrading your Booster Pumping Station. As
such, we have assembled a group of technical experts to ensure thorough evaluations and cost-effective
recommendations. We have combined our knowledge of your water system operations and your City
with:
❑ Simon `Yong Engineering --experts in concrete reservoir design and rehabilitation
❑ DeC Consultants, Inc. —corrosion control specialists
The CGvL Engineers project team has the full range of engineering skills required for your Reservoir
and Booster Pumping Station inspection and evaluation. This team encompasses all aspects of structural
design, hydraulics, water system planning, corrosion evaluation, painting and coating, and testing.
Figure 3-1 illustrates the project team organization chart and the project roles. Brief experience
highlights of our project team staff follows the organization chart. Key team member resumes with
relevant experience are included in Appendix A.
To comply with your page limit requirements we did not include a resume for Gene DeCarlo of DeC
Consultants, Inc. Mr. DeCarIo is President of Dec Consultants Iocated in San Diego, California and has
over 27 years of experience as a corrosion engineer. He has performed numerous corrosion
investigations in marine, water, soil, industrial process and atmospheric environments. He performed
corrosion evaluations similar to your project for buried storage tanks and pipelines for the Otay Water
District. He developed a corrosion control program and testing requirements for this project.
CATHCART GARCIA VON LANGEN ENGINEERS 3-1
Assigned Representatives
I Jim Cathcart, P.E. 14
Pete Heys, P.E.
Simon Wong, S.E. — Structural Evaivation/ReservoirAltematives
David Yang — Mechanical Evaluations
Eric Ng, S.E. -- Structural Analysis
Gene DeCarlo, P.E. — Corrosion Analysis
Figure 3-1 Project Team Organization
CATHCART GARCIA VON LANGEN ENGINEERS 3-2
PROJECT SCHEDULE
Figure 4-1 shown below represents our Proposed Project Schedule based on the scope of work presented
in Section 1.
The schedule timescale is based on weeks from your notice to proceed on the project. We propose to
complete the Rehabilitation Analysis Study in 23 weeks.
The schedule shows two phases of work; the first is the Background and Fact finding tasks which
include field testing of the existing reservoir; the second phase is the Development of Alternatives which
results in the final recommendation report. We have allowed 2 weeks at the end of Phase T work for the
City staffs review of the Background Report._
FIGURE 4-1 - PROPOSED PROJECT SCHEDULE
(WEEKS FROM NOTICE TO PROCEED)
CATHCART GARCIA voN LANGEN ENGINEERS 4-1
CONTRACT INFORMATION AND
INSURANCE REQUIREMENTS
Contract Information
CGvL Engineers takes no exceptions to the City of Huntington Beach's professional services
agreement, as represented by the sample copy submitted with your Request for Proposal.
Insurance Requirements
Following is a certificate of insurance coverage for CGvL Engineers activities. The coverage
meets your requirements in the Request for Proposal.
Premiums for this insurance are included in CGvL Engineers general overhead costs. No
separate insurance surcharge is reflected in the proposed engineering services fee.
CAT14CART GARCIA VON LANGEN ENGr\'EERS 5-1
PERSONAL PROFILES
CGvL
ENGINEERS
James A. Cathcart, P.E.
Project Role. Jim Cathcart will be Principal -in -Charge and Project Manager for your Rehabilitation Analysis
project. Over two decades of experience in water system planning and design has developed
Jim's project management skills and leadership. .Tim is also a recognized expert in hydraulic
modeling and water system design having co-authored AWWA texts provided expert witness
testimony on these subjects.
Jim was 'selected for his role due to his experience in reservoir planning studies and final
designs. He has participated in the planning and design of more than 12 reservoir
projects, and numerous pumping stations. In this role, he will provide overall resource
allocation, and assist during the preliminary, final design, and construction phase services for
» your project.
Education: M.S., Water Resources Engineering, California State University, Long Beach, 1983
B.S., Civil Engineering, State University of New York at Buffalo, 1977
4 A.A., Arts and Sciences, Niagara Community College, New York, 1973
4
Registration: Civil Engineer 31518, California
Relevant a Reservoir Rehabilitation Study, City of Fullerton Project Engineer. Following the
• Experience: 1983 Master Plan, Mr. Cathcart conducted a study to determine if the existing Reservoir
p 1B a 2 million -gallon concrete reservoir, should be rehabilitated or demolished. Its
hydraulic usefulness to the water system and appraised land value were such that the
4 final recommendation was to demolish the reservoir and sell the property. The City
subsequently followed those recommendations.
■ Concrete Reservoir Construction Services, City of El Segundo —Staff Engineer.
During construction of this buried 6.3 million -gallon concrete post -tensioned reservoir
and roof parking structure, Mr. Cathcart conducted part-time field observation services.
He also assisted in shop drawing review as part of office engineering.
10 ■ Preliminary Design Report, South Coast Water District —Project Manager. In 1998,
41 Mr. Cathcart completed a preliminary design study to replace an aging toncrete
reservoir. The study analyzed site and construction constraints, and overall project costs
for a 2 million -gallon steel and concrete reservoir, with a concrete design recommended.
4 ■ Utilities Design, The California State University —Project Manager. In 1993, Mr.
Cathcart managed the design for a S 16 million campus infrastructure improvement
program at Cal Poly, San Luis Obispo, California. Improvements included 15,000 feet of
water distribution piping, a 5 mgd pumping station with standby power, 2.5 mgd
pumping station upgrade, and 0.5 million gallon prestressed concrete reservoir.
9.6
■ Groundwater Treatment Plant Review, City of South Gate —Project Manager. He was
project manager of a design peer review for two VOC groundwater treatment plants
using spray aeration. One plant was a new 5 million -gallon buried concrete reservoir,
pumping station and chlorination facility. The second was a spray aeration system
retrofit of an existing steel tank.
James A. Cathcart, P.E.
■ Reclaimed Water Distribution System, Walnut Valley Water District Project
Manager. In 1980, Mr. Cathcart managed the District's Reclaimed Water Distribution
System project from the initial state funding, obtaining a $6 million grant; through final
design; construction management; and start-up. The 58.3 trillion system included 24
miles of transmission and distribution pipeline up to 20 inches in diameter, a 5.4-mgd
pumping station, 1.44 mgd booster station and hydropneumatic tank, 2 million -gallon
reservoir, a hydropower 'generating station, and retrofitting of 27 on -site user irrigation
systems. He managed design of a second 2 million -gallon reservoir added to the system
in 1992.
■ Water System Improvements, U.S. Navj--Project Engineer. For the U.S. Navy's Long
Beach facility he assisted with a water system improvement study, utility field
investigations, water system flow testing, and computer modeling of the naval shipyard
and naval base; and civil and mechanical design of a 0.75 million gallon storage reservoir
and 6.3 mgd pumping station.
■ Water Facilities Design, City of Arcadia —Project Manager. Mr. Cathcart managed the
design and Negative Declaration preparation of the City's Live Oak Water Facilities.
This included drilling and equipping a well capable of pumping up to 4,000 gallons per
minute, moveable well house, chlorination facility, a 0.3 million -gallon reservoir, a 9.5
mgd pumping station, 24-inch transmission piping, and site improvements.
■ Reservoir and Booster Station Design, City of Torrance--Principal-in-Charge. In
1995, he managed the design of the 6.3 mgd Elm Avenue Production Facilities. The
design included three I50 horsepower pumps, reservoir, water treatment including
manganese and iron sequestering, steel tank spray aeration system for hydrogen sulfide
removal and disinfection using ammonia and sodium hypochlorite addition.
Memberships: American Society of Civil Engineers
American Water Works Association
Orange County Water Association
Southern California Water Utilities Association
Californians for Water Advisory Council, former member
Huntington Beach Environmental Board, former member
Committees: American Water Works Association, Califomia-Nevada. Section
Safe Drinking Water Act, Water for People, Reclaimed Water, and Desalination
Committees
American Water Works Association, National
Water Resources Planning and Management Committee, Chair
Engineering Computer Applications Committee
F:1PTOPOW.99LSangana0lBUtaumalCaihcon Doc
Page 2
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Peter A. Heye, P.E.
Project Role: Pete was selected as the Project Engineer and Alternate Project Manager for his ability to plan
and execute complex planning and design studies. He quickly develops an understanding of
the client's needs, then formulates and executes the project to successfully meet the project's
technical requirements. In his role as Project Engineer and Alternate Project Manager, he will
be the primary technical interface between City of Huntington Beach staff, the project team and
subconsultants. He has extensive experience in water system planning, design and construction
management and currently is Project Manager for the design of a 2.0 million gallon (MG)
prestressed concrete reservoir for the South Coast Water District. and recently completed
construction management services for a buried 3.0 MG reservoir and 9.0 MG per day pumping
station.
Education: Civil Engineering, University of Nebraska at Omaha
Engineering Management Program - UCI School of Engineering
Registration: Civil Engineer 47390, California
Professional Engineer, Nebraska
Relevant ■ Capistrano Beach Reservoir, Capistrano Beach, California —Project Manager. Mr.
Heye managed the preliminary design and is now completing the final design of a 2.0
Experience: MG water reservoir for the South Coast Water District. The project includes demolition
of an existing reservoir, and provisions to maintain adequate and reliable water service
during construction. The reservoir is located in a sensitive area surrounded by
residences. Therefore, public participation, aesthetics and environmental control
requirements during construction will play an important role during the project
construction phase.
■ North Area Domestic Well, Capistrano Valley Water District, San Juan Capistrano,
California —Project Manager. Mr. Heye assisted the CVWD with the preparation of
contract documents for this new 600 gpm domestic water well incorporating technical
specifications from the Districts hydrogeologist.
a Recycled Water Storage and Distribution System Design, Valley Center, California —
Project Manager, Mr. Heye managed the design of reclaimed water storage basins,
transmission system and distribution system. The project included high head transmission
pumps for the distribution system. Two 1.3 MG steel above ground storage reservoirs with
flow control valves and surge control. The distribution system included 40,000 L.F. of piping
varying in size from 4-inch to 16-inch.
■ Blanding, Utah, Water Storage Reservoir —Project Engineer. Prepared plans and
specifications for 1.0 million gallon concrete above grade water storage reservoir.
■ Water Storage Tank, City of Seward, Nebraska Project Engineer. Prepared plans and
specifications for 2.0 mg steel water storage tank. Project included altitude control valve
to control flow into and out of tank.
■ Water Storage Tank, City of Papillion, Nebraska Project Engineer. Prepared plans
and specifications for repair and painting of 3.0 mg steel water storage tank.
Peter A. Heye, P.E.
■ Valley Center Wastewater Reclamation Facilities, County of San Diego —Project
Manager. Designed five pumping stations ranging in capacity from 50 gpm to 700 gpm.
Pump stations included emergency overflow containment and standby power facilities.
Pump. designs included submerged centrifugal and vertical close -coupled drywell type.
All pumps were constant speed. This project also included the design of a reclaimed
water supply pump station to deliver reclaimed water from storage facilities to reuse
points. The pumps were 200 gpm can -type vertical turbines operating with a
hydropnuematic tank for pressure control.
■ Bristol Street and Maxine Street Pump Station Improvements, City of Santa Ana —
Project Manager. Designed improvements for a 1,400 gpm and 600 gpm pumping
station. The Bristol Street pumping station required a new below grade pumping station
to replace an existing smaller unit in a major arterial street. The Maxine Street pumping
station required the installation of larger pumps in an existing underground structure.
The pumps were vertical centrifugal, constant speed units.
■ Persigo Wash Wastewater Treatment Plant, City of Grand Junction, Colorado—
Project Manager. Designed 12.5 mgd influent pumping station at a new wastewater
treatment plant. Design included three firm and one standby 2,800 gpm vertical close
coupled centrifugal pumps with variable frequency drives_
■ Wastewater Treatment Plant, Cities of Littleton and Englewood, Colorado --Project
Manager. Designed 20 mgd influent pumping station at new wastewater treatment plant.
Design included three firm and one standby 5,000 gpm vertical close coupled centrifugal
pumps with variable frequency drives.
Memberships: Water Environment Federation
California Water Environment Association
FAPmPoW.9%Hun[beach 0191R=umd.Heye.Dac
Wage 2
#
David Yang
Project Role:
Dave will provide the mechanical engineering evaluation for the Booster Pumping Station
Rehabilitation. Mr. Yang has over 14 years experience in water, wastewater and reclaimed
water projects, specializing in design and construction management. His experience includes
feasibility studies, preliminary and -detail design of water, wastewater and reclaimed water
systems, cost estimates and permitting.
Education:
B.S., Mechanical Engineering, University of Maryland, College Park, 1984
University of Toledo - Industrial Wastewater Pretreatment Courses
Certified Fire Protection Engineer, California State University Long Beach
Relevant
ff City of Huntington Beach, Peck Reservoir Pumping Station Upgrade —Lead
Experience:
Mechanical Engineer. This project involved designing a 2,600 gpm natural gas engine
driven vertical turbine pump with combination gear drive suitable for electric motor
operation during off-peak hours, LPG storage and feed backup facilities, and
miscellaneous piping and plumbing modifications.
■ City of Burbank, Reclaimed Water System, Preliminary Study —Staff Mechanical
Engineer. Mr. Yang was responsible for preliminary design of two reclaimed water
booster pumping stations. Each station consisted of three 2,500 gpm vertical turbine can
pump, and two unit 75 drivers by natural gas fuel engines through a right angle gear
drive. The standby LPG storage tank, feed system protection device, and building
ventilation and plumbing considerations, were also included in the study.
■ Woodcreek ASR Well Facility, Camarosa Water District —Lead Mechanical Engineer.
This project involved designing a 2,000-gpm engine -driven deep well vertical turbine
pump using aquifer storage and recovery technology, prefabricated building and chlorine
generation system.
■ Zone B Pumping .Station, Irvine Ranch Water District —Lead Mechanical Engineer.
This project involved a reclaimed water pumping station design consisting of four 2,000
gpm vertical turbine can pumps using VFD controls and associated building HVAC and
A
plumbing system.
3 Well Head No. 2 and No. 4 Treatment, Foothill Municipal Water District —Lead
Mechanical Engineer. This project involved designing two 1,200 gpm deep well
pumps, a packaged air stripping packed tower designed to remove PCE and TCE
contaminants; and associated valves, meters and piping system.
■ Simpson Pumping Station, Eastern Municipal Water District —Lead Mechanical
Engineer. Mr. Yang prepared preliminary and detailed design of a potable water booster
pumping station. This job consisted of four 6,700 gpm and one 2,500 gpm vertical
turbine can pumps, sodium hypochlorite storage and feed system and ventilation system.
■ La Palma Station, City of Anaheim —Lead Mechanical Engineer. Mr. Yang was
responsible for preliminary and detailed design of a potable water pumping station
consisting of eight 1,500 gpm pumps for 335 Zone service, eight 2,000 gpm pumps for
db
220 Zone service, LPG storage and feed facilities, and sodium hypochlorite storage and
�A
feed system.
Ob
David Yang
w Rapid Infiltration and Extraction Facilities, SA "A —Lead Mechanical Engineer.
Mr. Yang prepared preliminary and fmaI design of 32 welI pumps using VFD drives,
chemical storage and feed facilities and operation building fire protection, HVAC and
plumbing system.
■ Fairview ASR Well Facility, Calleguas Water District —Lead Mechanical Engineer.
This project involved designing a 2,500 gpm deep well vertical turbine pumps utilize
ASR technology to generate electricity and provide a means of energy recovery back to
the end user.
Memberships: American Water Works Association
American Society of Mechanical Engineers
American Society of Heating, Refrigerating and Air -Conditioning Engineers
FiP�.9Aiiunftuh 9S9V =w=%YANG.DOC
Page 2
SIMON WONG, S.E.
Structural Project Manager
Qualifications
Mr. Wong has over 17 years experience in structural
engineering and a structural design background
encompassing various disciplines including major concrete
and steel structures. His experience is evidenced by the
diversity.. of projects on which he has worked, including
water/wastewater facilities, reservoirs, pipeline projects,
infrastructure, government, educational, and healthcare
facilities.
Professional Activities
• President, SEAOSD
• Past President, CELSOC
• American Society of Civil Engineers
• Board Member, Greater San Diego Chamber of
Commerce
• American Concrete Institute
American Public Work Association
• Certified Scuba Diver
• 1996 Asian Business Association Entrepreneur of the
Year
Representative Experience:
Registrations
• Civil Engineer in California 1983.
No. 37416
• Structural Engineer in California
1997, No. 2906
• Civil Engineer in Nevada in 1984,
No. 6752
• Structural Engineer in Nevada in
1986, No. 6752
Educational Achievements
B.S. Civil Engineering
University of Nevada, Reno, 1979
M.S. Structural Engineering
University of Nevada, Reno, 1984
Black Mountain Reservoir This 25 million -gallon, potable water reservoir is an underground cast -
in -place concrete reservoir. The reservoir is divided into two compartments with a dividing wall.
The roof is a cast -in -place concrete two-way slab system on circular concrete columns. The perimeter
walls are designed as retaining walls. Hydrodynamic analyses were performed for seismic design of
the reservoir.
South San Diego Reservoir, San Diego, CA Seismic and structural retrofit of a 15 million gallon,
sloped hopper bottom reservoir with built-up reinforced concrete perimeter walls. The roof structure
consisted of aluminum panels supported by steel plate girders with steel pipe columns. A study for
adding a 25' tall concrete wall separating the reservoir into two compartments was also completed.
San Diego Metro BiosolidsC_enter San Diego, CA A major sludge processing facility in San
Diego that consists of a centrifuge dewatering building, biosolids storage building, operation and
maintenance building, energy building, a pump station, a digester complex including five concrete
tanks, basement and tunnel, and a chemical building. The digester complex is composed of five
concrete prestressed tanks. The tanks range from 70'-diameter to 105'-diameter by 45'-tall (1.5
million gallons to three million gallons). All the tanks are partially buried and at conditions where
they are not buried, they serve as the basement wall of the complex. Also, there are two receiving
tanks, each of which are concrete, prestressed about % million gallons adjacent to the centrifuge
building.
SIMON WONG ENGINEERING
ERIC NG, S.E.
Project Engineer
Qualifications
Mr. Ng has 14 years of experience in structural engineering
and is a licensed civil and structural engineer in the state of
California. His experience includes new and retrofit design
of numerous reservoir structures, potable water and
wastewater pump stations, pipeline supports, commercial and
industrial buildings, gymnasiums, hospitals, and schools.
Professional Activities
• Member of Structural Engineers Association of San
Diego (SEAOSD)
• Member of the Existing Building Committee of SEAOSD
Representative Experience:
Registrations
• Civil Engineer in California 1988,
No. 43701
• Structural Engineer in California
1991, No. 3583
Educational Achievements
B.S. Civil Engineering, McMaster
University, Ontario, Canada 1982
M.S. Structural Engineering
McMaster University, Ontaria,
Canada 1984
Encinitas Ranch Reservoir This 7.5 million -gallon, potable water reservoir is part of the San
Dieguito Water District's emergency water storage project. The reservoir is designed to increase the
City's water storage capacity to 9.5 million gallons, as well as maximize land use and reduce visual
impacts on the community.
Point Loma Reservoir San Diego, CA Structural retrofit of a 10.9 million gallon, concrete lined,
reservoir with a sloped bottom. The reservoir has a wood -framed roof topped with plywood sheathing
supported by precast concrete columns. New seismic shearwalls were designed to resist seismic forces
per the new code. The roof members and sheathing were completely replaced in order to meet current
standards.
Miramar Storage Tank San Diego, CA Structural design of a nine million gallon, 22'-tall by 260%
diameter prestressed concrete reclaimed water storage tank. The tank has both a concrete fiat plate roof
and round columns with drop panels. Due to height limitations, the tank is completely buried. Also
included in the design was a 250,000 gallon underground concrete "raw water inlet structure" (RWIS)
for mixing raw and reclaimed water.
Alvarado Filtration Plant Reservoir Plan Check, San Diego, A Structural plan check on two
separate 20 million gallon circular, prestressed concrete underground tanks for the Alvarado Filtration
Plant.
SIMON WONG ENGINEERING
COVER PAGE
REQUEST FOR LATE SUBMITTAL
(To accompany RCA)
Department: PUBLIC WORKS
Council Meeting Date: July 6, 1999
Fs—ubject ' Approve the Professional ervices
Servi es
or vertu er Reservoir/booster eump
i
Date of This Request: June 25, 1999
REASON (Why is this RCA being submitted late?):
Proper endorsements and the cancellation clause for the required certificate of
workers compensation insurance was received late. C.oM�u.;e,- .yyg_�r^ ,�4n
EXPLANATION (Why is this RCA necessary to this agenda?):
Delay of action by the City Council may impact the scheduled draining of
Overmyer Reservoir.
CONSEQUENCES (How shall delay of this RCA adversely impact the City?):
Delay of mobilization for phaserI investigations by the consultant will delay
a determination of repair or replacement alternatives and will prolong the City's
risk of maintaining the unimproved rpspryoirS in --;Prvicp-
pprov Denied
"'Ray Ray Silver
City Administrator
JUN-24-99 THU 08: 51 AM DEn LEY REN O & ASSOC FAX NO. 626 844 3074
e
GVL G N 7
AC -CM. CERTIFICATE OF LIABILITY INSURANCE 17 99
PHODUIrR _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATI
/�ON
Dealey, Renton & Associates J ONLY AND Corps »o Rlcis UPON THE CERTIFICATE
600 S.Lake Avenue, Suite 308 pJ IN
HOLDER. THIS CERTIFICATE DOES NOT AM'D, EXTEND OR
Pasadena, Ca 91106 Q �,/ALTER TH& COVERAGE APAORDED BY THE POLICIES BELOW.
6 2 6- 8 4 4- 3 0 7 0 ' 75 INSuRER8 AFFORDING COVERAGE
IHSURruJ I INSURBRA: St . Paul Fire & Mari_ne-
CGVT.., Engineers
jI--I - -- - .---..........
!NsURSR$ Delsl n Professional 'Insurance Co.
7 Corporate Park Drive, 4—ce'-1 ---�_--.. — —_...— .---.-__._...... .
/,� 1 INSURER C:
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Irvine, CA 926060000
° ssas RtiR D:
. 'SURJIR E:
rnrrr.A Ar_Irc
THE POLICIES OF INSURANCE LISTED 13EWW HAVE. BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. N(YI'WITIIS"TANDINI
ANY RIiQUIRGMIENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY IRE iSSUrn 0
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCI
POLIC16S. AGGRBOATC LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYI910FINSUJIAVCIJ
PIYIICYEFFECi'IV8OI1CY$7[pIRAT10N
POLICYRL74LHI3R D A TV W N IpD I-- — 4DHIT8
A GCNIMALI ARLLITY :RP06642033
05/23/99 05/23/00 BACHCMUILRSNCe_ s11 000,000
COMMERr_1.1LGGNERALLIABILI7'Y:
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CLAIMS MADE } OCCIik
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DGSC,'xtmUN OF OPERATION.M.00ATIONSJVEMCI.BMXCLUSIONS ADDED BY ENDORSEA1BNf19PECIAL PROYL4O.'a
CITY OF HUNTINGTON BEACH
Attn: Robert Beardsley
Director of Public Works
2000 Main Street
Huntington Beach, CA 92648
SHOUIJ) A"OFTHEARMS DESCRIBED POLICIES BE CANCR.TSD BEFOEB THE EVIPLA YIN
DATE TI:#RROF. '11a:Immr. INSURER W L3. Q.. -DAIB WRD7EN
NOMETOTHECER'IWICAIBHOLDER NAMED TOTHE1JKVr7T XMX9MU''
&CORD 35-8 0197] 1 of 1 # S 12 9 5 5 /M12 5 0 0 / 1 MAF 0 ACORD CORPORATION 1988
i
SUN-24-99 THU 08:52 AM DEALEY RENTON & ASSOC FAX NO. 626 844 3074 P.03/03
GENERAL ENDORSEMENT
In consideration of an additional premium of _ NIAit is hereby understood and agreed that
the following applies:
[ X 1 ADDITIONAL INSURED
is/are Additional Insuredls as respects to work done by/or for the Named Insured.
THE CITY OF HUNTINGTON BEACH, ITS AGENTS, OFFICERS AND EMPLOYEES
[ X I PRIMARY COVERAGE
With respect to claims arising out of the operation of the Named Insured, such insurance as
afforded by this policy is primary and is not additional to or contributing with any other insurance
carried by or for the benefit of the above Additional Insured/s.
[ X I WAIVER OF SUBRO13TIO
It is understood and agreed that the Company waives the right of subrogation against the above
Additional Insuredls for project described in certificate attached hereto.
[ X I CROSS LIABILITY CLAUSE
The naming of more than one person, firm or corporation as Insureds under this policy shall not,
for that reason alone, extinguish any rights of one insured against another, but this endorsement,
and the naming of multiple Insureds, shall not increase the total liability of the Company under this
policy.
[ X ] NOTICE OF CANCELLATION
It is understood and agreed that in the event of cancellation of the Policy for any reason other than
non-payment of premium, 30 days written notice will be sent to the following by mail:
In the event the policy is canceled for non-payment of premium, 10 days written notice will be
sent to the above.
Policy No: RP06642033
Insurance Company: ST
Issued to: CGvL ENGINEJR
MARY A. KPIRARA
EFFECTIVE: 5-23-99
FIRE & MARINE
Issue Date: 6-24-99
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Council/Agency Meeting Held: 7`Z'
rred/Continued to:
7Ar?roved❑ geffditionally Approved ❑ enied
co. 14
- Clerk's Signature
Council Meeting Date: July 6, 1999
Department ID Number; PW 99-064
CITY OF HUNTINGTON BEACH
REQUEST FOR COUNCIL ACTION
=
SUBMITTED TO:
HONORABLE MAYOR AND CITY COUNCIL MEMBERS
-i
E�
SUBMITTED BY:
RAY SILVER, City AdministratQ�
PREPARED BY:
Robert F. Beardsley, Director of Public Works'
SUBJECT:
Approve the Professional Services Contract for Consulting
n
D
Services for Overmyer Reservoir and Booster Pump Station
Rehabilitation Alternatives, CC 1104
Statement of issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s)
Statement of Issue:
Should the City Council authorize the execution of a professional services contract for
consulting services for Overmyer Reservoir and Booster Pump Station Rehabilitation
Alternatives, CC 1104?
Funding Source:
Funds are available in the Overmyer Reservoir Rehabilitation Project Account Number
E-EX-PW-936-3-90-00.
Recommended Action:
1. Approve Staffs selection of Cathcart Garcia von Langen Engineers (CGvL) to perform the
work defined by their proposal dated May 17, 1999, and
2. Approve the attached Professional Services Contract with CGvL and authorize the
Director of Public Works to expend up to $97,900 to cover contract costs of $78,100, an
estimated contingency of $7,800 (approx. 10% of contract amount), and supplemental
expenditures of $12,000 (approx. 15% of contract amount).
Alternative Action(s);
Deny approval of the contract and provide Staff with alternate direction. The City's Overmyer
Reservoir facility is in need of immediate repair.
� �1
REQUEST FOR COUNCIL ACTION
MEETING DATE: July 6, 1999 DEPARTMENT ID NUMBER: PW 99-064
Analysis:
The City of Huntington Beach owns and operates Overmyer Reservoirs No. 1, 2 and 3,
located at the southwest corner of Garfield Avenue and Huntington Street. Overmyer No. 1
and No. 2 were constructed in 1960 and 1963, respectively and have a combined storage
capacity of 2.7 million gallons. Overmyer No. 3 was constructed in 1971 and has a capacity
of 21.5 million gallons. These reservoirs provide critical operating and reserve storage of
potable water for the City.
Based on past reports, investigations and inspections of all three reservoirs, it is apparent
that the condition of these reservoirs is deteriorating. As a result of the findings of divers in
December 1998, the water level in Overmyer No. 3 has been reduced to ground level and
roof access has been prohibited. The reservoirs may need seismic enhancement and/or
replacement of the roof structures, concrete liners or replacement of reservoir walls, or other
solutions to mitigate corrosion damage.
The consultant will review all available information, reports, and investigations; interview
staff; conduct field tests; and, analyze and develop alternative solutions. The consultant will
then evaluate the relative benefits, life cycle costs, and capital costs associated with the
alternatives; consider operating restrictions and other interim limitations; and make a final
recommendation to the City.
On March 25, 1999, staff mailed Requests for Proposal (RFPs) to the following qualified
engineering consultants. Proposals were received from those firms identified with an
asterisk(*).
1.
Boyle Engineering Corporation*
7.
Cash & Associates
2.
Dames & Moore
8.
HYA, A Dames & Moore Co.
3.
HDR Engineering, Inc.*
9.
HNTB
4.
CGvL Engineers*
10.
ASl_ Consulting Engineers*
5.
URS Greiner Woodward Clyde
11.
Dudek & Associates*
6.
SA Associates
12.
DMJM
A three -member City team evaluated each of the five proposals received on the basis of their
understanding of the project and services requested, their qualifications and experience, and
responsiveness. The evaluations were ranked, and the top two firms were invited to an
interview on June 3, 1999. CGvL Engineers was selected as the best qualified proposal.
Public Works Commission Review:
Not required for design contracts, per Municipal Code Chapter 2.111. Construction
documents will be submitted for recommendation.
CC-1104 -2- 06/25/99 2:14 PM
REQUEST FOR COUNCIL ACTION
MEETING DATE: July 6, 1999 DEPARTMENT ID NUMBER: PW 99-064
Environmental Status:
Not applicable. The subject contract is for engineering study and recommendations only.
Attachment(s):
RCA Author: DDeBovsar:jm
#35242
CC-1104 -3- \ 06/25/99 1:29 PM
ATTACHMENT 1
RCA ROUTING SHEET
INITIATING DEPARTMENT:
Public Works
SUBJECT:
Approve the Professional Services Conract for Consulting
Services for Overmyer Reservoir and Booster Pump Station
Rehabilitation Alternatives, CC 1104
COUNCIL MEETING DATE:
July 6, 1999
RCA ATTACHMENTS
STATUS
Ordinance (wiexhibits & legislative draft if applicable)
Not Applicable
Resolution (w/exhibits & legislative draft if applicable)
Not Applicable
Tract Map, Location Map and/or other Exhibits
Not Applicable
4nlbf applicaGclgreeewhm
Signe b fhe ity Attomey)
ittached
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attorney)
Not Applicable
Certificates of Insurance (Approved by the City Attorney)
Not Applicable
Financial Impact Statement (Unbudget, over $5,000)
Not Applicable
Bonds (If applicable)
Not Applicable
Staff Report (If applicable)
Not Applicable
Commission, Board or Committee Report (If applicable)
Not Applicable
Findings/Conditions for Approval and/or Denial
Not Applicable
EXPLANATION FOR MISSING ATTACHMENTS
REVIEWED
RETURNED
FORWARDED
Administrative Staff
( )
( )
Assistant City Administrator (initial)
( )
( }
City Administrator (initial)
City Clerk
{ )
EXPLANATION FOR RETURN OF ITEM:
116me' S. 3.03 2?oeArme.7� .asp
' 5aA'"i P e / P/ !feee,weov-t
REQUEST FOR COUNCIL ACTION
MEETING DATE: July 6, 1999 DEPARTMENT ID NUMBER: PW 99-064
Analysis:
The City of Huntington Beach owns and operates Overmyer Reservoirs No. 1, 2 and 3,
located at the southwest corner of Garfield Avenue and Huntington Street. Overmyer No. 1
and No. 2 were constructed in 1960 and 1963, respectively and have a combined storage
capacity of 2.7 million gallons. Overmyer No. 3 was constructed in 1971 and has a capacity
of 21.5 million gallons. These reservoirs provide critical operating and reserve storage of
potable water for the City.
Based on past reports, investigations and inspections of all three reservoirs, it is apparent
that the condition of these reservoirs is deteriorating. As a result of the findings of divers in
December 1998, the water level in Overmyer No. 3 has been reduced to ground level and
roof access has been prohibited. The reservoirs may need seismic enhancement and/or
replacement of the roof structures, concrete liners or replacement of reservoir walls, or other
solutions to mitigate corrosion damage.
The consultant will review all available information, reports, and investigations; interview
staff; conduct field tests; and, analyze and develop alternative solutions. The consultant will
then evaluate the relative benefits, life cycle costs, and capital costs associated with the
alternatives; consider operating restrictions and other interim limitations; and make a final
recommendation to the City.
On March 25, 1999, staff mailed Requests for Proposal (RFPs) to the following qualified
engineering consultants. Proposals were received from those firms identified with an
asterisk(*).
1.
Boyle Engineering Corporation*
7.
Cash & Associates
2.
Dames & Moore
8.
HYA, A Dames & Moore Co.
3.
HDR Engineering, Inc.*
9.
HNTB
4.
CGvL Engineers*
10.
ASL Consulting Engineers*
5.
URS Greiner Woodward Clyde
11.
Dudek & Associates*
6.
SA Associates
12.
DMJM
A three -member City team evaluated each of the five proposals received on the basis of their
understanding of the project and services requested, their qualifications and experience, and
responsiveness. The evaluations were ranked, and the top two firms were invited to an
interview on June 3, 1999. CGvL Engineers was selected as the best qualified proposal.
Public Works Commission Review.
Not required for design contracts, per Municipal Code Chapter 2.111. Construction
documents will be submitted for recommendation.
CC-1104 -2- 06/25/99 2:14 PM