HomeMy WebLinkAboutCC 10 SIMN RCH CIP6114 10-18-04
AGENDA REPORT
Agenda Item
Reviewed: ~
City Manager
Finance Director ¡- f.,y.
10
MEETING DATE:
OCTOBER 18, 2004
TO:
FROM:
WilLIAM A. HUSTON, CITY MANAGER
PUBLIC WORKS DEPARTMENT I WATER SERVICE DIVISION
SUBJECT:
APPROVAL OF CONSULTANT SERVICES AGREEMENT FOR PRELIMINARY
DESIGN SERVICES ON THE SIMON RANCH RESERVOIR AND BOOSTER
STATION PROJECT (CIP 6114)
SUMMARY
Staff is recommending the approval of a Consultant Services Agreement with Black and Veatch
Corporation for preliminary engineering design services of the Simon Ranch Reservoir and Booster
Station Project (CIP 6114).
RECOMMENDATION
It is recommended that the City Council approve the Consultant Services Agreement with Black and
Veatch Corporation for preliminary engineering design services of the Simon Ranch Reservoir and
Booster Station (CIP 6114), and authorize the Mayor and City Clerk to execute the Consultant
Services Agreement on behalf of the City, subject to approval by the City Attorney.
FISCAL IMPACT
The City's Capital Improvement Program Budget for Fiscal Year 2004-2005 provides $310,000.00 for
design services on the Simon Ranch Reservoir and Booster Station (CIP 6114). The total estimated
cost of the proposed preliminary engineering design services is $99,600.00.
BACKGROUND
The Simon Ranch Reservoir, constructed in 1960, is located on the corner of Valhalla Drive and
Outlook lane in the unincorporated county area north of the City boundary (see attached location
map, marked Exhibit "1 "). The current reservoir has a capacity of 1.4 million gallons and provides
water storage for the City of Tustin's Water Service Zone 1 area. R2H Engineering previously
performed a structural analysis of the reservoir and identified a number of structural deficiencies. The
proposed project will evaluate the following final design options: repair of the existing reservoir,
reconstruction of the reservoir preserving current major components, and replacement of the
reservoir with a new pre-stressed concrete circular reservoir or with a new buried concrete
rectangular reservoir.
Approval of Consultant Services Agreement for Preliminary Design Services on the Simon Ranch
Reservoir and Booster Station Project (CIP 6114)
October 18, 2004
Page 2
The Simon Ranch Booster Station, constructed in 1970, is located on Simon Ranch Road in the
unincorporated county area north of the City boundary. The current booster station has two 25 horse
power pumps located in a below-grade vault and boosts water from the City of Tustin's Water Service
Zone 1 to the City of Tustin's Water Service Zone 3. The booster station has reached the end of its
useful life and will be replaced by a new three pump booster station at the existing Simon Ranch
Reservoir location. After construction of the Simon Ranch Reservoir and Booster Station, staff will
begin operating the new booster station and turn off the existing booster station. An evaluation of the
existing booster station will be conducted at that time to determine if it would be cost effective to
maintain it as a reserve pump station.
Proposals to perform the preliminary engineering design services were requested from several firms.
Based upon review of the proposals, familiarity with the project area, and past performance on similar
projects, it is staff's recommendation that Black and Veatch Corporation be chosen to provide the
preliminary engineering design services for this project.
The following is the anticipated schedule for this project:
Consultant Services Agreement Approval......................................... 10-18-2004
Notice to Proceed.............................................................................. 11-01-2004
Completion of Consultant Services ................................................... 02-28-2005
c~~
Tim D. Serlet
Director of Public Works/City Engineer
Attachment:
Project Location Map, Exhibit "1"
Consuitant Services Agreement
TDS: cog: Approval of CSA for Prelim Design Svcs Simon Ranch Reservoir & Booster Statlon.doc
CITY OF TUSTIN
EXHIBIT "1"
CONSULTANT SERVICES AGREEMENT
THIS AGREEMENT FOR CONSULTANT SERVICES, is made and entered into
this 18 day of October, 2004, by and between the CITY OF TUSTIN, a municipal
corporation, hereinafter referred to as "City", and Black and Veatch, hereinafter referred
to as "Consultant".
RECITALS
WHEREAS, City requires the services of a consultant to furnish the necessary
services for providing engineering services for the preliminary design and conceptual
design of the Simon Ranch Booster Station and Reservoir hereinafter referred to as
"Project"; and
WHEREAS, City has prepared a Request for Proposal dated October 1, 2003, a
copy of which is attached hereto, marked as Exhibit "A" and is by this reference
incorporated into this Agreement; and
WHEREAS, Consultant has submitted to City a proposal dated June 24; 2004, a
copy of which is attached hereto marked as Exhibit "B" and is by this reference
incorporated into this Agreement; and
WHEREAS, Consultant is qualified to provide the necessary services for the
Project and desires to provide said services; and
WHEREAS, City desires to retain the services of the Consultant for said Project.
NOw, THEREFORE, for the consideration and upon the terms and conditions
hereinafter set forth, the parties agree as follows:
AGREEMENT
Section 1: Scope of Consultant's Services
Consultant shall perform all work necessary to complete in a manner satisfactory
to City, the services set forth in Exhibit "B".
Section 2: Order of Precedence
In the event of a conflict between or among any of the documents comprising this
Agreement, the following order of precedence shall govern the provision in question:
1 . This Agreement
2. City's Request for Proposal (Exhibit "A")
3. Consultant's Proposal (Exhibit "B")
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Section 3: Time for Completion
The time for completion of the work to be performed by Consultant is an essential
condition of this Agreement. Consultant shall prosecute regularly and diligently the
work of this Agreement according to reasonable schedules established by the City for
various items described and as outlined within Consultant's proposal. Consultant shall
not be accountable for delays in the progress of its work caused by any condition
beyond its control and without the fault or negligence of Consultant.
Section 4: Compensation
A.
The compensation to be paid under this Agreement shall be as set forth in
Exhibit "B", not to exceed a total cost of $99,600.00
B.
Consultant shall submit detailed invoices, based upon the actual work performed
accompanied by backup documentation as requested by the City.
C.
Progress payments for work completed shall be paid by City as the work
progresses, within thirty (30) days of the date of Consultant's invoice.
D.
Consultant shall provide City with a monthly itemization of all work performed,
and the fees accrued thereon, in complete and sufficient detail to fully apprise
City thereof
Section 5: Independent Contractor
Consultant's relationship to City in the performance of this Agreement is that of
an independent contractor. Consultant's personnel performing services under this
Agreement shall at all times be under Consultant's exclusive direction and control and
shall be employees of Consultant and not employees of City. Consultant shall pay all
wages, salaries and other amounts due its employees in connection with this
Agreement and shall be responsible for all reports and obligations respecting them,
such as social security, income tax withholding, unemployment compensation, workers'
compensation and similar matters.
Section 6: Indemnification
Consultant agrees to defend, indemnify, and hold City, its officers, agents,
employees, successors and assigns harmless from any loss, damage, injury, sickness,
death, or other claim made by any person and from all costs, expenses and charges
including attorney's fees caused by or arising out of Consultant's, its officers', agents',
subcontractors', or employees' negligent acts, negligent errors, or negligent omissions
or willful misconduct, or conduct for which the law imposes strict liability on Consultant
in the performance or failure to perform this Agreement.
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Section 7: insurance
A.
Consultant shall maintain in full force and effect during the term of these
Agreement policies of commercial general liability and automobile liability
insurance (each of which shall include property damage and bodily.injury) and
each with limits of at least $1,000,000 combined single limit coverage per
occurrence.
B.
Consultant shall maintain in full force and effect during the term of this
Agreement a policy of professional liability insurance coverage with limits of at
least $1,000,000 combined single limit coverage per claim or per occurrence. If
Consultant provides claims made professional liability insurance, Consultant shall
also agree in writing either (1) to purchase tail insurance in the amount required
by this Agreement or to cover claims made within five (5) years of the completion
of Consultant's service under this Agreement, or (2) to maintain professional
liability insurance coverage with the same carrier in the amount required by this
Agreement for at least five (5) years after completion of Consultant's services
under this Agreement. Consultant shall also provide evidence to the City of the
purchase of the required tail insurance or continuation of the professional liability
policy by executing the attached Letter Agreement on Consultant's letterhead.
C.
Consultant shall carry and pay for such workers' compensation insurance as is
required fuliy protect Consultant and its employees under California Worker's
Compensation Insurance Law. The insurance company shall agree t.o waive all
rights of subrogation against the City for losses paid under the policy, which
losses arose from the work performed by the named insured.
D.
Other applicable insurance requirements are: (1) Name the City, its officials and
employees as an additional insured on the commercial, general and automobile
policies. (2) The insurance shall be issued by a company authorized by the
Insurance Department of the State of California and rated A, VII or better (if an
admitted carrier) or A-, X (if offered, by a surplus line broker), by the latest edition
of Best's Key Rating Guide, except that the City will accept workers'
compensation insurance rated B-VIII or better or from the State Compensation
Fund. (3) The Insurance shall not be cancelled, except after thirty (30) days
written prior notice to the City; and (4) The commercial general and automobile
liability insurance shall each be primary as respects the City, and any other
insurance maintained by the City shall be in excess of this insurance and not
contribute to it.
E.
Upon execution of this Agreement, Consultant shall provide to City certificates of
insurance showing the names of the insurers and the amounts of coverage and
insurer endorsements evidencing the required insurance provisions. Insurer
endorsements (or a copy of the policy binder if applicable) shall be provided as
evidence of meeting the requirements of Subsections (1) (3) and (4) of Section
7D above and the waiver of subrogation requirement in Section C above. If self-
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insured for worker's compensation, Consultant shall submit to City a copy of its
certification of self-insurance issued by the Department of Industrial Relations.
Section 8: Termination of AQreement
A.
City and Consultant shall each have the right to terminate any or all of the
services covered by this Agreement at any time for any reason by giving ten (10)
business day written advance notice to the other party.
B.
Upon termination of this Agreement, Consultant shall be paid for services
rendered by the effective date of the termination.
C.
Upon termination of this Agreement or completion of the Project, all documents
relating to the Project shall become the sole property of City. Should City
terminate this Agreement pursuant to subparagraph A. of this Section,
Consultant shall, within ten (10) business days of receipt of notice of termination,
provide City with all documents within Consultant's possession relating to this
Agreement and the Project, including but not limited to all completed documents
and all drafts of uncompleted documents.
Section 9: Notices
Any notice allowed or required to be given shall be effective upon personal
delivery thereof, or upon depositing thereof in the United States Postal Service, certified
mall, return receipt requested, postage prepaid, addressed as follows:
To City:
City of Tustin
Attn.: Department Head
300 Centennial Way
Tustin, CA 92780
To Consultant:
Black and Veatch Corporation
6 Venture, Suite 315
Irvine CA 92618
Section 10: Miscellaneous Provisions
A.
B.
C.
Consultant shall proceed immediately and diligently to perform the services
provided for in this Agreement upon receipt of notice from City to proceed
therewith.
No part of this Agreement may be assigned by Consultant without the prior
written approval of City.
This Agreement shall extend to and be binding upon and inure to the benefit of
heirs, executors, administrators, successors and assigns of the respective parties
hereto.
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D.
Consultant shall perform all services' required under this Agreement using that
degree of care and skill ordinarily exercised under similar conditions in similar
localities, and shall be responsible for all errors and omissions for services
performed by Consultant under the terms of this Agreement.
-.
Consultant certifies that there shall be no discrimination against any employee
who is employed in the work covered by this Agreement, or against any
application far such employment, because of race, religion, color, sex or national
origin including but not limited to, the following: employment, upgrading,
demotion or transfer, recruitment, or recruitment advertising, lay-off or
termination, rate of payor other forms of compensation, and selection for
training, including apprenticeship.
F.
This Agreement shall be interpreted in accordance with California Law. The
parties agree that the Orange County Superior Court is the exclusive venue for
any lawsuits by either party regarding this Agreement
IN WITNESS WHEREOF, this Agreement was executed by the parties on the day and
year first above written.
"CITY"
CITY OF TUSTIN
By
Mayor of the City of Tustin
ATTEST:
Maria Huizar, City Clerk
APPROVED AS TO FORM:
Lois E. Jeffrey, City Attorney
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EXHIBIT "A"
October 1,2003
"FirstName» "LastName" "JobTitle"
"Company"
"Address1 "
«City" "PostaICode"
Re:
Request for Proposal: Simon Reservoir and Booster Pump Station CIP (6114)
Dear Mr./Ms. «LastName" :
This letter represents a Request for Proposal for Consulting Engineering Services for
the preparation of preliminary design report, design plans and specifications, shop
drawing reviews, and construction support services for the pipeline, Simon Reservoir,
and Booster Pump Station under CIP (6114). These services will be done concurrently
as one project. The City of Tustin endeavors to retain a qualified experienced
Consultant to perform the work required.
INTRODUCTION
The City of Tustin (City) is requesting proposals from interested firms to provide
consulting services for the City's Simon Reservoir, Booster Pump Station, and
replacement of the pipelines currently serving these two facilities.
This RFP describes the proposal format, submittal requirements, preliminary scope of
services and project schedule, the minimum information that must be included in the
Proposal, and the selection process. Failure to submit the Proposal in accordance with
the procedures outlined may be cause for disqualification.
BACKGROUND
The Simon Ranch Reservoir, constructed in 1960, is located at the intersection of
Vahalla Drive and Outlook Lane (see Attachment 1 a). The originally, rated storage
capacity of the reservoir was 1.5 MG, but subsequent investigation has determined the
actually, nominal storage capacity to be 1.4 MG. The reservoir is a buried, gunite-lined,
earthen reservoir, covered with a concrete roof. The reservoir provides storage for
City's Zone 1 pressure zone. Due to the age, condition, and construction/design
practices used, this reservoir does not comply with current seismic and code
requirements. Significant structural deficiencies were identified and documented in the
R2H Engineering, Inc.'s Reservoir Evaluation done in November 5, 1996. A copy of the
RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1, 2003
Page 2 of 9
applicable portions relating to this reservoir is attached.
foundation investigation is attached as well.
In addition, a copy of the
The existing Simon Ranch Booster Pump Station, located at 11921 Simon Ranch Road
(see Attachment 1 b), boosts water from Zone 1 into the Zone 3 distribution system. The
pump station works in conjunction with the Zone 3 John Lyttle Reservoir. The station,
constructed over 30 years ago, consists of two 25 hp centrifugal pumps located in a
below-grade vault behind the curb on the north side of Simon Ranch Road. Electrical
switchgear, a service meter, pump controls, and a 10,000-gallon hydropneumatic tank
are located in a structure (electrical room) behind the pump station vault.
The pump station has reached the end of its useful life and will be replaced with a new
booster pump station. The new Zone 3 pump station shall consist of two 350 GPM
alternating duty pump and one 600 GPM fire flow back-up pump to be located next to
the existing Simon reservoir. The existing station will remain in operation during
construction of the new facility and will be retrofitted to serve as a back-up pump station
once the new pump station is in service. This retrofit is not included in this scope of
work.
A portion of existing 8" ACP pipeline serving the existing booster station and 10" ACP
pipeline leading to the Simon Ranch Reservoir will be abandoned. In place of the old
reservoir feeder line will be a new 16" ductile iron pipeline approximately 1,600 feet in
length stretching from the intersection of Beverly Glen and Simon Ranch Road to the
Simon Reservoir site to feed both the new pump station and reservoir.
PROJECT GOALS
The goals for this project are as follows:
1.
Prepare a Preliminary Design Report (PDR) identifying site constraints,
availability of electric power, water system analysis, and design criteria for the
pressure reducing stations, pipeline, booster pump station, and water
reservoir. The PDR shall consist of plan, section, and elevation view exhibits.
It shall also include project schedule and costs. The discussion of the
reservoir needs to explore the four different design alternatives and provide
estimations on cost and useable life of each approach as follows:
a. Repair of the existing structure
b. Reconstruction of the reservoir by preserving portions of the existing
structure such as floor slab and supporting walls.
c. Replacement of the reservoir with a new DYK tank.
d. Replacement of the reservoir with a new conventional rectangular tank.
A structural evaluation and assessment report in addition to the PDR will be
required for option a. and b. in repairing or reconstruction of the existing
reservoir.
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1, 2003
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8.
9.
10.
11.
12.
13.
14.
15.
2.
The City currently owns fully operation and tested pre-programmed PLC
cabinet that was designed under another contract. The City wishes to
evaluate if integration of the cabinet into the project is possible.
Provide architectural renderings for the site and above ground facilities for
presentations at neighborhood and city council meetings.
Attend neighborhood and city council meetings and provide information
concerning construction schedules, noise impacts, traffic impacts, and etc.
Provide Environmental Impact Report (E.I.R.) if necessary.
Provide Preliminary and Final Design Plans.
Provide Booster Pump Station and Reservoir Design and Construction
Specifications.
Obtain construction permit from the County of Orange
Obtain encroachment permit from the County of Orange.
Obtain Plan approval from Department of Health Services.
Obtain Plan approval from County of Orange if necessary.
Coordinate with utilities.
Provide topography and boundary surveys.
Provide geotechnical engineering services.
Complete design in a timely manner to meet construction deadline.
3.
4.
5.
6.
7.
PROPOSAL FORMAT
The Proposal must be concise, well organized and demonstrate the Consultant's and
the individual team members' qualifications and experience related to the proposed
design. Discussion .of relevant design experience should be included.
The Proposal should be on one-sided 8%" by 11" paper, minimum arial12 font. Include
any preprinted material, past experiences, resumes, graphics, forms, etc. required to
complete the Proposal package, which is to be bound or stapled. The Proposal
package, including all documentation, shall not exceed twenty-five (25) pages.
The Proposal shall include, as a minimum, the following information:
1. Executive Summary: A concise executive summary of the Proposal,
identifying the entity/team being presented for consideration. The summary
should include a brief history of the organization and background and relevant
experience. The executive summary is limited to one page.
Consultant Identification: Legal name of business, form of business
(corporation, partnership, or other), location and address, telephone and fax
numbers, e-mail address and contact person for response.
Experience: Previous experience in the evaluation and design of Pipelines,
Booster Pump Stations, and Reservoirs. Provide brief project descriptions,
including contact information and dates of engagements.
2.
3.
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1 , 2003
Page 4 of 9
4.
Key Staff: A list of key staff and their relevant qualifications that would be
assigned to this project, including proposed sub-consultants and their role in
this effort, if any. Include resumes of all key personnel listed.
Project Understanding: A statement demonstrating understanding of the
Project requirements and understanding the requirements of the Project.
Approach and Scope of Work: Description of services to be provided and
how the services will be accomplished.
Project Design Schedule: A detailed graphical project time schedule for
completing the Project from Notice To Proceed, PDR, through the completion
of the plans, specifications, and construction cost estimate. A Preliminary
Project Schedule is addressed in a subsequent section of this RFP.
5.
6.
7.
8.
Consultant Services Agreement Acknowledgement: Include a brief statement
acknowledging that the City's Consultant Services Agreement (CSA) is
acceptable without modifications. If any section(s) of the CSA are not
acceptable, Consultant is to indicate the section(s) that are not acceptable,
the reason that the section(s) are not acceptable, and proposed revisions.
9.
Insurance and Business License Requirement Acknowledgement: Include a
brief statement acknowledging that the City's insurance requirements and
Certificate of Insurance are acceptable without modifications, and that the
required business license(s) will be obtained.
Insurance Company Identification and Rating: Consultant is to utilize the form
in Attachment 5 to identify the insurance company or companies that will be
utilized to provide general liability, automobile liability, professional liability,
workers compensation and employer's liability, and any other insurance
necessary for the consultant's services relating to this project.
10.
Consultant is to indicate on the form the year the company was admitted in
the State of California and its current rating based on the latest edition of
Best's Key Rating Guide.
The Project Manager, person authorized to sign on behalf of the Consultant,
must sign and date the form.
Please note that the City requires insurance companies to be rated A, VII or
better, with the exception that Workers Compensation Insurance must have a
rating of at least B, VII. Requirements for additional insured endorsements
are also included on this sheet.
11.
Project Cost: The Project Costs shall be broken down into three different
categories of pipeline, Pump Station and Reservoir. Surveying portion of this
project shall be included with the Reservoir cost. It is to be included and shall
indicate the proposed "not-to-exceed" cost for completing the tasks identified
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1, 2003
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and presented by the Consultant in the Scope of Work. Fee is to include a
man-hour estimate per task, hourly-billing rates of personnel to be utilized on
the project, and other associated costs. The total "not-to-exceed" cost shall
include the costs of all personnel, administration, overhead, meeting
attendance, research, travel, postage, reproduction, and all other related
costs necessary to complete the Project. Costs should be extended and
summarized.
PRELIMINARY SCOPE OF WORK
The Consultant will work closely and in cooperation with the City during preparation of
the design for the subject improvements. The selected Consultant is to provide the
following services:
1.
Coordinate development of Preliminary Design Report, Design Plans, and
Project Specification in accordance with City's Water Division directions.
Collect, utilize and coordinate all appropriate and available information for use
in development of the design plan, including, but not limited to, the following:
a) City of Tustin Water Division information
b) Site visit(s) accompanied by City's staff
c) Any and all other pertinent reports and information
d) Any and all other pertinent plan drawings
Identify a point of contact and establish a communication plan with the City to
ensure timely and accurate development of the design plan and specification.
2.
3.
4.
The Consultant is to develop the preliminary design report, project plans, and
specifications for bidding and construction of the new improvements.
Submit plans and specifications to City's Building Division and incorporate
comments as required.
5.
6.
The Consultant is to assist staff in bidding, submittal review, and construction
support of project improvements.
Prepare the Final Design Reproducible Plan Set and provide 3 copies of the
plan set and one electronic copy of the said design in CAD format and Adobe
Final Design Plan Document files to the City.
7.
8.
The Final Design Plan shall be in AutoCAD 2000 and Project Specification in
Microsoft Word formats unless approved otherwise per the City of Tustin
Mapping, Plan Preparation & Documentation Requirements (Attachment 2).
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1, 2003
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PRELIMINARY PROJECT SCHEDULE
The following dates reflect the anticipated schedule for proposal solicitation and
selecting the Consultant, awarding the contract, and completing the work requested in
this RFP:
Solicit Proposals For Consulting Services 10/01/03
Mandatory Pre Proposal Meeting at Project - Reservoir Site 10/07103
Please dress for outdoor activity Time: 1 :00-1 :30
Proposals Due 10/20/03
Interview/Negotiations/lssue Notice of Award 11/10/03
Consultant to sign Contract and submit Insurance Certificate 11/17/03
Completion of Preliminary Design Report 01/07104
Approval of Preliminary Design Report, 01/28/04
Issue Notice To Proceed Design
Submittal of 50% complete Design Plans and Specifications 05/19/04
Submittal of 90% complete Design Plans and Specifications 08/11/04
Submittal of Final Design Plans and Specifications 09/08/04
It is the responsibility of the Consultant to take into account the deadlines and other
schedule requirements listed above as well as other relevant activities necessary for the
completion of the required tasks.
CONSULTANT SELECTION
The City may select for contract negotiations the firm that, in the City's judgment, will
best meet the City's needs, irrespective of the comparison of fees and costs estimated
by the proposers. The City's consultant evaluation and selection process is based on
the following criteria.
a. Understanding of the project requirements, including identification of critical
elements and key issues.
b. Technical approach and work plan for the project, including innovative
approaches.
c. Qualifications and experience of the Project Manager, Project Engineer, other
key individuals, and sub-consultants.
d. Results of reference checks. Reference checks will only be conducted for a
short list of firms or the top rated firm.
e. Clarity of the proposal.
f. Compliance with proposal requirements.
g. Level of effort in hours required completing the work, design schedule, and total
fees in completion of the project.
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1, 2003
Page 7 of 9
Selection of a firm to provide services will be based on demonstrated competence,
professional qualifications necessary for the satisfactory performance of the services
required and familiarity and prior experience with providing similar services. Upon
selection of the most highly qualified firm to provide the required services, the City will
negotiate a fee for the work to be done.
If a fee can be negotiated that is deemed fair and reasonable to the City, the contract
will be awarded to the selected firm. If a fee cannot be negotiated that is deemed fair
and reasonable, we will thank the firm for the proposal and will proceed to the next most
highly qualified firm to provide the requested services (with whom the City will seek to
reach a negotiated fee and so on).
CITY RESPONSIBILITY
The City of Tustin shall provide Consultant with the following:
1.
Access to copies of all available existing data, information, reports, records
and maps available in City files which may be relevant to this particular work.
Access to the Simon Ranch Reservoir and Pump Station Sites.
2.
3.
A project manager.
4.
Access to City Water Division staff and Building Officials
5.
Project title sheet will be furnished to the Consultant by KHR in hard copy to
address applicable information and finalized by KHR. Additional City of
Tustin drawing sheet file(s) in AutoCAD 2000 format will be provided to the
consultant through KHR.
KHR
Luis Cerda
(949) 756-6440
CONSULTANT SERVICES AGREEMENT:
The City of Tustin's standard "Consultant Services Agreement" form will be used. A
copy is attached (Attachment 3) with this Request for Proposal as a sample:
Firms submitting a proposal will also be required to provide the following:
1.
Insurance Requirements - The Consultant shall maintain in full force and
effect during the course of this project, policies of comprehensive general
liability, personal injury and liability worker's compensation and automobile
insurance within limits of at least $1,000,000 combined single limit coverage,
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RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1,2003
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per occurrence, and professional liability insurance coverage with limits of at
least $1,000,000 combined single limit coverage per claim or occurrence for
which certificates of insurance and endorsements in form satisfactory to the
City have heretofore been delivered to the City. If Consuitant provides claims
made professional liability insurance, Consultant shall also agree in writing
either (1) to purchase tail insurance in the amount required by the resulting
agreement to cover claims made within five (5) years of completion of
Consultant's services under the agreement, or (2) to maintain professional
liability insurance coverage with the same carrier in the amount required by
the resulting agreement five (5) years after completion of Consultant's
services under this agreement. The Consultant shall also be required to
provide evidence to City of the purchase of the required tail insurance or
continuation of the professional liability policy by executing the attached letter
agreement on Consultant's letterhead (included as part of Attachment 3).
The City shall be named as additional insured and no policy may be modified
or cancelled prior to thirty (30) days written notice.
2.
Attached for your information and use is a sample "Certificate of Insurance"
(Attachment 4) utilized by the City of Tustin for such work. The Consultant
should be aware that this is the City's standard document. No
modifications or additions will be allowed to this document, and it is
recommended that it be reviewed thoroughly prior to proposal
submittal.
3.
Citv of Tustin Business License - As Consultant, it will be necessary to obtain
a City business license at the expense of your firm prior to starting work. A
City business license will also be required of any subcontractors your firm
may use on this project.
SUBMITTAL OF PROPOSALS
If your firm is interested in submitting a letter proposal for this work, it must be received
by 2 p.m. on October 20th, 2003. Three (3) copies of the Consultant's Proposal shall
be submitted in a sealed envelope to:
Peter H.K. Meng, P. E.
Associate Civil Engineer
City of Tustin Water Services Division
300 Centennial Way
Tustin, California 92780
Proposals received after the date and time listed above will not be accepted or
considered for this Report.
S:IWATERIcIP - ALLI61141SImon Reservoir RFP.doc
RFP: Simon Reservoir and Booster Pump Station (CIP No. 6114)
October 1 , 2003
Page 9 of 9
SPECIAL CONDITIONS
The City reserves the right to cancel or revise, in part or entirely, the Request for
Proposals, including but not limited to, selection schedule, submittal date, and submittal
requirements. If the City cancels or revises this RFP, all firms invited to participate in
the process will be notified in writing.
This RFP does not commit the City to award a contract, to defray any costs incurred in
the preparation of the Proposal pursuant to this RFP, or to procure or contract for work.
All proposals submitted in response to this RFP become the property of the City's public
records and, as such, are subject to public view. The City reserves the right to request
additional information or clarification during the evaluation process.
The proposal shall address fees in the categories of reservoir, pump station, and
pipelines. Further breakdown in fee on reservoir to expand the cost involvement for four
different engineering service approaches listed in item 1 of Project Goals.
QUESTIONS
Questions regarding this Request for Proposals can be sent to Peter H.K. Meng, P.E.,
Associate Civil Engineer of the City's Water Services Division by fax at (714) 734-8991
or via E-mail to pmenq@tustinca.orq. All return correspondences with proposers,
questions and answers, will be communicated to all other proposers.
END
Should you require any additional information or have any questions regarding this
RFP, please do not hesitate to contact me at 714.573.3380.
Very truly yours,
Peter H.K. Meng, P.E.
Associate Engineer
Attachments:
Project Location Map
Mapping, Pian Preparation, & Documentation Requirements
Consultant Services Agreement
City's Certificate of Insurance Form
Insurance Company identification and Rating Sheet
Reservoirevaluation study by R2H Engineering, inc., dated November 5,1996
Foundation Investigation by Moore & Taber, dated September 28, 1959
S:\WATER\cIP - ALL\6114\Simon Reservoir RFP.doc
~@
EXHIBIT "B"
SCOPE OF WORK
SCOPE OF WORK
The project work consists of the following tasks:
~ Task 1 - Project Management
~ Task 2 - Reservoir Conceptual Design
~ Task 3 -Pump Station Conceptual Design
... Task 4 .. Pipeline Conceptual Design
~ Task 5 - Engineering Support Services
~ Task 6 - Supplemental Engineering Services
The scope that follows describes the work to be performed for each of the preceding tasks.
TASK 1 - PROJECT MANAGEMENT
Task 1.1 Kick-Off Meeting
A project kick-off meeting will be conducted to clarify the City's requirements for the
project, collect and review pertinent available data, review project staffing and organization,
present initial work plan, and present initial work schedule. An agenda and meeting minutes
will be prepared and distributed to all attendees.
Task 1.2 Progress Meetings
Progress meetings will be conducted on at least a monthly basis. An agenda and meeting
minutes will be prepared and distributed to all attendees for each meeting.
Task 1.3 Monthly Progress Reports
Monthly progress reports summarizing the status of the work will be prepared. Progress
reports will include (1) a brief summary of each task that is completed, in-progress, or
pending during the reporting period, (2) an estimate of the percentage complete for each task
and milestones aclùeved, (3) activities of subcontractors during the reporting period, (4)
explanation of signification deviations from the approved scope or schedule, (5) progress
relative to schedule and corrective action (if necessary) to be taken, and (6) summary of
activities planned for the next reporting period.
Task 1.4 Project Document Log and Files
A formal record of the project will be established and maintained in the office of the
Engineer. This record will contain calculations, minutes of meetings and workshops,
correspondence, memoranda, pertinent information pertaining to this scope of services, and
all documents created, prepared, or used during the execution of the work. A file log will be
prepared and maintained throughout the project.
Task 1.5 Project Procedures Manual
A Project Procedures Manual (PPM) will be prepared and maintained throughout the project.
The PPM will include the following:
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SCOPE OF WORK
A copy of the engineering services consultant contract
Project communications protocol
Project team organization and roles
Detailed schedule of engineering activities
Directory of addresses and phone numbers for team members
Five copies of the draft PPM will be submitted within one week of the issuance of the Notice
to Proceed with the work. Following receipt of review comments, five copies of the final
PPM will be prepared and distributed to the project participants.
The project manager will update the PPM, as required, to reflect the progress of the work and
to account for changed conditions.
TASK 2 - RESERVOIR CONCEPTUAL DESIGN
Task 2.1 Identification and Collection of Existing Information
Data relevant to the engineering work to be performed will be identitìed, collected, and
assembled. The primary purpose will be to identify and collect data required from the City,
utility companies, permittee, agencies with vested interest in the project (e.g. DHS), and other
sources to ensure that the design proceeds in accordance with the requirements of the many
entities involved. Information shall include, but not be limited to, existing maps, reports, and
other data that are readily available in hardcopy or electronic format. A list of all the
documents collected under this task, including a brief item description, will be provided to
the City.
Task 2.2 Alternative Analysis/ Conceptual Design
The City has identified the following four reservoir alternatives that will be evaluated as part
of the work: (1) Repair the existing reservoir, (2) Reconstruct the reservoir by preserving
portions of the existing structure such as the floor slab and supporting walls, (3) Replacement
of the reservoir with a new circular prestressed concrete reservoir, and (4) Replacement of the
reservoir with a conventional cast-in-place rectangular reservoir.
Each of these alternatives will be summarized and evaluated in order to identify the reservoir
alternative that offers the City the most benefit. The evaluation will include an analysis of
life cycle costs and non-economic impacts such as constructability, aesthetics, security
considerations, and impact to local residents (noise, traffic, and visual aesthetics). For each
alternative, a construction phasing and sequencing plan will be developed and any required
temporary construction easements will be identified.
Task 2.3 Surveying
Complete surveying and aerial mapping of the reservoir site, pump station site, and the
pipeline alignment (assumed length of 1,600 linear feet) will be performed. The services will
provide for topographic survey and verification of existing elevations, slopes, and features.
Black & Veatch has obtained the services of Bush & Associates to provide the following
surveying services:
-----.,..--.....------------------....-..-.......-...--,...---........... ....'--_..,.........,
BLACK & VEATCH
Revised: June 24, 2004
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~- :....
~ ,
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SCOPE OF WORK
Research at county offices for local survey control and property line information
Measure coordinates of visible street cemerline monuments
Mark manhole, utility, and valve vaults in the field prior to aerial photography
Establish survey control using NAD 83 coordinates and NAVD88 county benchmark
elevations
Aerial mapping by photogranunetric methods at 20 scale, one foot contour interval, of
the IOO-ft wide mapping strip (for the pipeline) and reservoir/pumping station site
Field locate and add obscured surface features, not visible in the aerial photography, to
the aerial mapping file
Field work and office calculations to add the property line of the reservoir site to the
aerial mapping file using found street centerline monuments and/or property corners
Provide 8 hours of survey field crew time and office support to locate critical design
features, as directed by Engineer.
Provide two oblique photos of the reservoir area.
Provide one high altitude photo of the area to facilitate traffic impacts analysis and
evaluation.
Task 2.4 Geotechnical Investigation
A comprehensive geotechnical evaluation to identify the key geotechnical characteristics
associated with the project site will be performed. Black & Veatch has obtained the services
of Converse Consultams to provide the following geotechnical services:
Conduct subsurface explorations (2 borings each for the reservoir site and the pump
station site and 3 borings along the pipeline alignment are budgeted) to determine soil
profiles at the site and to obtain soil samples for laboratory testing
Perform laboratory testing to identify the engineering properties of the site soils
Perform a probabilistic seismic hazard analysis and develop a site specific response
spectrum for design basis ground motion (10% probability in 50 years)
Prepare a geotechnical investigation report summarizing the findings of the subsurface
exploration and the results of the laboratory testing
Task 2.5
Construction Cost Estimate and Construction Scheduie
An initial opinion of probable construction cost will be prepared upon the completion of the
conceptual design phase including construction costs, engineering costs, appropriate
contingencies, and an allowance for administrative costs. The cost estimate will incorporate
the engineer's experience with similar projects and CUITent construction costs. Contact will
be made with equipment suppliers and manufacturers to obtain budget pricing for major
equipment items. The initial opinion of probable construction cost will be provided at the
completion of the conceptual design phase and will be included as a section in the
Preliminary Design Report.
The anticipated construction schedule for each of the four reservoir alternatives will be
identified and included witlùn the Preliminary Design Report.
-BLAC"K-S; VEA:¡:ëH--------------------------------------------¡;-'ge -3
Revised: June 24, 2004
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SCOPE OF WORK
Task 2.6 Site Renderings
Digital photographs will be taken of the areas sun-ounding the project site and trom potential
views into the future reservoir site. Two colored elevation sketches of the recommended
reservoir alternative will be developed. The renderings will be used to illustrate the design
intent to the public and surrounding neighbors. Land~caping design will be performed by
Malefyt Land Planning.
Task 2.7 Preliminary Design Report
A Preliminary Design Report (PDR) and preliminary drawings will be prepared, as required,
to establish agreement on design criteria, performance requirements, and project approach.
The PDR will include, at a minimum, the following:
Design criteria for each proposed improvement
Applicable codes and standards, including [¡re and safety codes
Local building, planning, and zoning department requirements
Site considerations, including subsurface conditions, drainage requirements, etc.
Preliminary site plan, layouts, and architecture
Process schematic
Process and Instrumentation Diagrams (P&lDs)
Equipment design criteria
Process and hydraulic systems
Operational monitoring and control systems
Electrical systems
Structural design criteria
Miscellaneous support systems
Utility requirements
Discussion of the hydraulic analysis
Preliminary drawing list
Design concepts and alternatives as developed to meet project goals and objectives
Construction scheduling requirements to be included in the construction documents
Identification of temporary construction easements and potential impacts to each
alternative, if any
Security considerations including items and issues identi[¡ed in the City's Vulnerability
Assessment
Proposed construction features and materials selection for proposed facilities. Materials
shall confirm to the City's standards and be coordinated with other existing facilities to
the greatest extent possible
Project schedule including design, bidding, and construction activities
Other elements of the project, as required, to achieve project objectives
Five copies of the draft PDR will be submitted for City review. Following receipt and
resolution of review comments, [¡fieen copies of the final PDR will be prepared and
'BLACK & vEÃfè-¡¡--'------"-"---'-"----------'--------'-----------"------Page -4
Revised: June 24, 2004
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SCOPE OF WORK
distributed to the City. Each of the project components (reservoir, pump station, pipeiine,
and appurtenant faciiities) will be included within the PDR.
Task 2.8 Protection of Existing Structures
Two existing, privately owned retaining walls adjacent to the project site have been
identified. A brief review will be performed to identify the following: (I) location of the
walls relative to the City's property line, (2) impact of these walls on the proposed facilities,
(3) protective measures required during construction, (4) drainage issues including drainage
during construction as well as permanent drainage after construction, and (5) support systems
required after construction.
TASK 3 - PUMP STATION CONCEPTUAL DESIGN
Task 3.1 Identification and Collection of Existing Information
Data relevant to the engineering work to be performed will be identified, collected. and
assembled. The primary purpose will be to identify and collect data required ftom the City,
utility companies, permittee, agencies with vested interest in the project (e.g. DHS), and other
sources to ensure that the design proceeds in accordance with the requirements of the many
entities involved. Information shall include, but not be limited to, existing maps, reports, and
other data that are readily available in hardcopy or electronic format. A list of all the
documents collected under this task, including a brief item description, will be provided to
the City.
Task 3.2 Alternative Analysis/ Conceptual Design
A maximum of three pump station alternatives will be evaluated. including a submersible
pump station alternative. The evaluation will include, at a minimum, a summary of pump
selection, pump layout and configuration, number and type of pumps, redundancy, and power
requirements.
Each of the alternatives will be summarized and evaluated in order to identify the optimal
pump station that offers the City the most benefit. The evaluation will include an analysis of
life cycle costs and non-economic impacts such as constructability, aesthetics, and impact to
local residents (noise, traffic, and visual aesthetics). For each alternative, a construction
phasing and sequencing plan will be developed for review and evaluation.
Regardless of the recommended pump station alternative, it is assumed that an emergency
standby generator will be required. As such, conceptual design criteria for the standby
generator, fuel type and fuel storage will be established.
Task 3.3 Construction Cost Estimate and Construction Schedule
An initial opinion of probable construction cost will be prepared upon the completion of the
conceptual design phase including construction costs, engineering costs, appropriate
contingencies, and an allowance for administrative costs. The cost estimate will incorporate
the engineer's experience with similar projects and current construction costs. Contact will
be made with equipment suppliers and manufacturers to obtain budget pricing for major
equipment items. The initial opinion of probable construction cost will be provided at the
SLACK & VEATCH --------------"------"--'-'-'---------------'---"---¡;äg;,-:s
Revised: June 24, 2004
~@
SCOPE OF WORK
completion of the conceptual design phase and will be included as a section in the
Preliminary Design Report
The anticipated construction schedule for each of the pump station alternatives will be
identified and included within the Preliminary Design Report.
Task 3.4 Preliminary Design Report
The pump station design criteria will be incorporated into the Preliminary Design Report
described in Task 2.7.
TASK 4 - PIPELINE CONCEPTUAL DESIGN
Task 4.1 Identification and Collection of Existing Information
Data relevant to the engineering work to be performed will be identified, collected, and
assembled. The pri=y purpose will be to identify and collect data required ÍÌ'om the City,
utility companies, permittee, agencies with vested interest in the project (e.g. DHS), and other
sources to ensure that the design proceeds in accordance with the requirements of the many
entities involved. Information shall include, but not be limited to, existing maps, reports, and
other data that are readily avaHable in hardcopy or electronic format. A list of all the
documents collected under this task, including a brief item description, will be provided to
the City.
Task 4.2 Alternative Analysis/Conceptual Design
Two pipeline alignment/routing alternatives will be identified and evaluated. Each of the
alternatives will be summarized and evaluated in order to idemify the optimal pipeline
alignment that offers the City the most benefit. The evaluation will include an analysis of life
cycle costs and non-economic impacts such as constructability and impacts to local residents
during construction (noise, traffic, and aesthetics). For each alternative, a construction
phasing and sequencing plan will be developed for review and evaluation.
Task 4.3 Construction Cost Estimate and Construction Schedule
An initial opinion of probable construction cost will be prepared upon the completion of the
conceptual design phase including construction costs, engineering costs, appropriate
contingencies, and an allowance for administrative costs. The cost estimate will incorporate
the engineer's experience with similar projects and current construction costs. Contact will
be made with equipment suppliers and manufacturers to obtain budget pricing for major
equipment items (e.g. piping and valving). The initial opinion of probable construction cost
will be provided at the completion of the conceptual design phase and will be included as a
section in the Preliminary Design Report
The anticipated construction schedule for each of the pipeline alternatives will be identified
and included within the Preliminary Design Report.
Task 4.4 Preliminary Design Report
The pipeline design criteria will be incorporated into the Preliminary Design Report
described in Task 2.7.
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BLACK & VEATCH
Revised: June 24, 2004
Page-6
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SCOPE OF WORK
TASK 5 - ENGINEERING SUPPORT SERVICES
Task 5.1
CEQA Support
Black & Veatch will identify the relative CEQA requirements associated with each
alternative and provide a summary describing the anticipated level of environmental
documentation that would be associated with each alternative (Le. initial study/checklist,
negative declaration, mitigated negative declaration, or EIR). The findings under this task
will be used as a criterion during the evaluation of each of the proposed alternatives.
Completion of the environmental documentation process is not included herein and will be
the responsibility of others.
Task 5.2 Potholing Coordination
Potholing coordination for a maximum of eight locations will be performed. Coordination
will include the following services: identification of pothole locations and presence of an
engineer during the actual potholing.
The excavation of the holes and the survey of the found utilities will be performed by the City
at its expense. Excavation and surveying services can be provided as an optional task, as
required by the City.
Task 5.3 Permitting and Easement Assistance
The required permits for the project will be identified and researched. It is anticipated that
permits will be required for the following: (1) construction permit ITOm the County of
Orange, (2) encroachment permit form the County of Orange, and (3) other permits, as
required. The work proposed herein will focus on the identification of all the permits that
will be required to construct the project. Completion of the permit applications will be
performed during the final design phase of the project once the project is fully defined and is
not included in the current scope of work.
The required easements for the project components for each of the alternatives will also be
identified. Areas that require permanent easements, rights of entry, and temporary
construction easements will be identified. Preparation of plat maps and legal descriptions
will be developed during the final design phase of the project and is not included in the
proposed scope of work.
Task 5.4 Disinfection Evaluation
A brief evaluation regarding the need for the addition of disinfection facilities to the project
will be performed. Potential disinfection needs and locations of new sampling and
disinfection stations will be evaluated. The budget for this task is based upon the preliminary
design of a gaseous cWorination feed system and associated scrubber system.
The locations of any DHS required sampling stations will also be identified. It is anticipated
that sampling stations will be required for cWorine residual and nitrates.
.-----------------.----..---- -------------- Page - 7-
BLACK & VEATCH
Revised: June 24, 2004
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SCOPE OF WORK
TASK 6 - SUPPLEMENTAL ENGINEERING SERVICES
Task 6.1
Traffic Control Plans
Conceptual traffic control plans for the project will be prepared and included within the PDR.
The plans will be coordinated and prepared in accordance with the local jurisdictional
requirements.
Task 6.2 Water System Analysis
A localized water system analysis will be provided that incorporates up to ten (10) nodes that
provide definition of the water system between the two pressure zones. This localized
analysis will be performed using H20NET software and will be primarily used to confirm the
pipe size selection for the new water main to be constructed as part of the project. A brief
surge analysis will also be performed to define surge protection components that may be
required to protect the project facilities ITom damaging surge events. The analysis will be
performed on the fully calibrated, populated, and City provided hydraulic model.
BLACK & VEATCH -----------------------------'-'---'---------------pàge ':'-8
Revised: June 24, 2004
2 4 0 2 2 4 4 18 $1.850 $150 $0 $2.000
6 6 0 0 0 0 4 16 $2.080 $220 $0 $2,300
2 2 0 6 0 0 4 14 $1,450 $150 $0 $1.600
2 0 0 0 0 0 8 10 $890 $110 $0 $1,000
2 2 0 4 0 0 4 12 $1.260 $140 $0 $1400
SUBTOTAL-TASK1 14 14 0 12 2 4 24 70 $7530 $770 $0 $8,300
2 RESERVOIR CONCEPTUAL OESIGN
2.1 IdentlflcaUon and Collection of Existing InformaUon 0 2 0 4 8 0 4 18 $1,810 $190 $0 $1.800
2.2 Alternative Anelysls I Conceptual Oesign 6 6 4 12 8 20 12 68 $6,660 $740 $0 $7,400
2.3 Surveying 0 4 0 0 0 4 4 12 $1,160 $140 $11.000 $12.300
2.4 Geotechnicel Investigetion 0 4 4 0 0 0 4 12 $1.320 $180 $12.600 $14,100
2,5 Construction Cost Estimete and Construction Schedule 4 4 2 10 2 0 6 28 $2.990 $210 $0 $3,200
2,6 Site Renderings 0 4 0 0 0 0 0 4 $540 $60 $1,800 $2,400
2.7 Prellminery Design Report 8 12 6 12 10 10 16 74 $7,850 $750 $0 $8,400
2.8 Protection of Existing Structures 0 2 0 8 4 2 0 14 $1350 $50 $0 $1400,
SUBTOTAL - TASK 2 18 38 16 44 32 36 46 230 $23 280 $2320 $25400 $51.000
3 PUMP STATION CONCEPTUAL DESIGN
3.1 Identification and Collection of Existing Information 0 0 2 2 2 0 6 12 $1.030 $70 $0 $1"0~
3.2 Altemative Analysis I Conceptuel Design 4 4 4 4 4 10 8 38 $3,830 $370 $0 $4.200
3.3 Construction Cost Estimete end Construction Schedule 2 2 0 4 4 0 6 18 $1,740 $160 $0 $1,900
3.4 Prellmlna.. Dèsign Report 4 6 2 4 4 6 6 32 $3,370 $330 $0 $3700
SUBTOTAL. TASK 3 10 12 8 14 14 16 26 100 $9970 $930 $0 $10900
4 PIPELINE CONCEPTUAL DESIGN
4.1 Identification and Collection of ExisUng Information 0 0 0 8 2 0 2 10 $880 $120 $0 $1,000
4.2 Alternative Analysis I Conceptual Design 2 2 2 4 4 4 4 22 $2.190 $210 $0 $2,400
4.3 Construction Cost Estimate and Construction Schedule 2 2 0 4 2 0 2 12 $1,290 $110 $0 $1,4~1
4.4 Prelimina.. Deslon Raport 2 2 0 4 4 4 4 20 $1940 $280 $0 $2,200
SUBTOTAL - TASK 4 6 6 2 18 12 8 12 64 $6300 $700 $0 $7.00.!2j
5 ENGINEERING SUPPORT SERVICES
5.1 CEQA Support 2 4 2 4 2 4 6 24 $2,430 $170 $0 $2,600
5.2 Potholing Coordination 0 8 0 0 0 0 0 8 $1.080 $20 $0 $1.100
5.3 Permitting and Easement Assistance 0 4 2 4 8 2 8 28 $2,580 $320 $0 $2,900
5.4 Disinfection Eveluation 2 4 4 8 0 4 2 24 $2610 $290 $0 $2900
SUBTOTAL. TASK 5 4 20 8 16 10 10 16 84 $8700 $800 $0 $9.500
6 ¡SUPPLEMENTAL ENGINEERING SERVICES
6.1 Traffic Control Plans 0 2 0 2 0 0 0 4 $460 $40 $1,500 $2'00:;1
6.2 Weter System Analvsis 4 12 24 16 16 10 8 90 $9.570 $1330 $0 $10900
SUBTOTAL-TASK6 4 14 24 18 16 10 8 94 $10030 $1370 $1500 $12900
TOTAL= 56 104 58 122 86 84 132 642 $65810 $6,890 $26,900 $996OC!J
Revised, June 24, 2004 91ack & Vealeh Cmp",""""
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