HomeMy WebLinkAbout2002-03-12; Municipal Water District; 520; Agreement w/ Krieger & Stewart - Pump Stationsn
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CARLSBAD MUNICIPAL WATER DISTRICT -AGENDA BILL
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LB# 520 TITLE: APPROVE AND AUTHORIZE AN ENGINEERING
SERVICES AGREEMENT WITH KRIEGER & STEWART, INC.,
ITG. 3/12/02 CITY DEpT.w' A FOR DESIGN OF PUMP STATIONS INCLUDED IN THE ENCINA BASIN
WATER RECLAMATION PROGRAM, PHASE II PROJECT, c\
IEPT. ENG PROJECT NO. 3889-1 AND APPROPRIATE FUNDS I CITY MGRT-
RECOMMENDED ACTION:
Adopt Resolution No. 1142 to approve and authorize an engineering services agreement with Krieger & Stewart, Incorporated for design of pump stations included in the
funds.
Encina Basin Water Reclamation Program, Phase II Project, Project No. 3889-1 and appropriate
ITEM EXPLANATION:
The Encina Basin Water Reclamation Program, Phase II Project (Phase II), will increase the
capacity of the recycled water system from 3 mgd to 8 mgd. Recycled water will be used to meet irrigation demands and industrial uses in Carlsbad. In order to supply recycled water to upper
These pump stations are generally located at the "D-Tank Site, the Bressi Ranch area, and the pressure zones, pump stations are necessary at three locations throughout the system.
Calavera Heights area. Four proposals to perform the final design were submitted to the
selection committee composed of Engineering Department staff members. The firm of Krieger &
Engineering Department. The qualifications and proposals were reviewed and ranked by a
Stewart, Inc., was recommended as the most responsive proposal.
ENVIRONMENTAL REVIEW
On January 25, 2000, the Board of Directors certified a Mitigated Negative Declaration for the Phase II project under Case No. EIA 99-09; CMWD Project No. 98-301.
FISCAL IMPACT:
The total cost for the phase II project is $38.6 million and is shown in the Table below.
The total cost for the three pump stations is $2.6 million as listed in Item No. 4. The total fee
payable for engineering design services for the three pump stations is $525,000 in the first year term. The agreement, however, may be extended an additional year based on original terms. The construction cost for the three pump stations is estimated to be $2.075 million. An appropriation of $2.6 million is required from the Recycled Water Fund for the three booster pump stations.
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The Phase II project is being financed through a combination of local, State, and Federal
funding programs. Through two previous resolutions the Board has appropriated $4.6 million. On January 23, 2002, the State Water Resources Control Board approved a $31 million low-interest loan and a $5 million grant. The low-interest loan and grant funding for the Phase II project includes an allowance for engineering expenses and construction management. The loan is expected to be repaid through the sale ofrecycled water to end users.
Finally, in 1997 the Federal Bureau of Reclamation (BUREC) has authorized the Phase II project
which will enable the BUREC to enter into an agreement with the District to receive annual
to receive a 25 percent project grant. The BUREC is completing the NEPA documentation,
appropriations approved by Congress for the Phase II project. It is estimated that the District may
fiscal years. receive a $2 million grant this current fiscal year, followed by additional grant funds in subsequent
The estimated cost for the design and construction of the three pump stations has been
incorporated into the said funding programs; therefore, funds are available for the engineering
design.
EXHIBITS:
I. Location Map.
2. Resolution No. 1142 of the Carlsbad Municipal Water District to approve and
authorize execution of an Engineering Services Agreement with Krieger & Stewart, Inc., for design of pump stations included in the Encina Basin Water Reclamation Program, Phase II Project, Project No. 3889-1 and appropriate finds.
3. Agreement with Krieger and Stewart, Inc., for engineering design services for pump
stations included in the Encina Basin Water Reclamation Program, Phase II Project, Project No. 3889-1.
LOCATION MAP
NOT 4 T SCALE
PROJECT NAME PROJECT EXHIBIT ENCINA BASIN WATER RECLAMATION PROGRAM NUMBER PHASE I1 PUMP STATIONS 3675-2 7
DRAW BY: YXTT EVANS, CARLSEM ENLYNEERING DEPT 2/4/02 C:\~PlrU\UUELSA~ER\367~~~PS.D~ 3
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RESOLUTION NO. 1142
A RESOLUTION OF THE BOARD OF DIRECTORS OF
APPROVE AND AUTHORIZE EXECUTION OF AN ENGINEERING
CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) TO
SERVICES AGREEMENT WITH KRIEGER & STEWART, INC.,
FOR DESIGN OFPUMP STATIONS INCLUDED IN THE
ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II
PROJECT. PROJECT NO. 3889-1 AND APPROPRIATE FUNDS.
WHEREAS, the Engineering Department requested proposals for Engineering Design
Services from seven qualified consultants to design pump stations referred to as "D"-Tank,
Bressi Ranch, and Calavera Heights Pump Stations included in the Encina Basin Water
Reclamation Program, Phase II project; and
WHEREAS, after reviewing four proposals which were submitted, Krieger & Stewart, Inc.,
was recommended as the most responsive proposal; and
WHEREAS, the Board of Directors of the Carlsbad Municipal Water District has
determined it necessary. desirable, and in the public interest to enter into an agreement between
Krieger & Stewart, Inc., and the CMWD for engineering design services to design three pump
stations as part of the Encina Basin Water Reclamation Program, Phase II Project; and
WHEREAS, funds totaling $2.6 million are needed for the three pump station
improvements; and
WHEREAS, the approval of a one-year extension will be included for this agreement.
NOW, THEREFORE, BE IT RESOLVED by the Board of Directors of Carlsbad Municipal
Water District (CMWD) of the City of Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That the proposal by Krieger & Stewart, Inc., in the amount of $525,000 for
Engineering Design services is accepted and approved.
3. That an appropriation of $2.6 million is hereby approved from the Recycled Water
Fund.
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4. That the President of the Carlsbad Municipal Water District is authorized and
,directed to execute the agreement between Krieger 8 Stewart, Inc., and the Carlsbad Municipal
Water District for Engineering Design Services for the "D"-Tank, Bressi' Ranch, and Calavera
Heights Pump Stations as part of the Encina Basin, Water Reclamation Program, Phase II
Project.
PASSED, APPROVED AND ADOPTED at a special meeting of the Carlsbad Municipal
Water District held on the 12th day of MARCH , 2002 by the following vote, to wit:
AYES: Board Members Lewis, Kulchin, Finnila, Hall
NOES: None
(SEAL)
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AGREEMENT FOR ENGINEERING DESIGN SERVICES FOR
PUMP STATIONS INCLUDED IN THE ENCINA BASIN WATER
(KRIEGER & STEWART)
RECLAMATION PROGRAM, PHASE II PROJECT, PROJECT NO. 3675-2
THIS AGREEMENT is made and entered into as of the day of
, 20-, by and between the CARLSBAD MUNICIPAL WATER
DISTRICT, a Public Agency organized under the Municipal Water Act of 1911,
and a Subsidiary District of the City of Carlsbad, referred to as ("CMWD),
and KRIEGER & STEWART, a California corporation, ("Contractor").
RECITALS
A. CMWD requires the professional services of a professional engineering
B. Contractor has the necessary experience in providing professional
C. Selection of Contractor is expected to achieve the desired results in an
D. Contractor has submitted a proposal to CMWD and has affirmed its
contractor that is experienced in pump station design.
services and advice related to pump station design.
expedited fashion.
willingness and ability to perform such work.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, CMWD and Contractor agree as follows:
1. SCOPE OF WORK
CMWD retains Contractor to perform, and Contractor agrees to render, those services
(the "Services") that are defined in attached Exhibit "A", which is incorporated by this
reference in accordance with this Agreement's terms and conditions.
2. STANDARD OF PERFORMANCE
While performing the Services, Contractor will exercise the reasonable professional
care and skill customarily exercised by reputable members of Contractor's profession
practicing in the Metropolitan Southern California Area, and will use reasonable
diligence and best judgment while exercising its professional skill and expertise.
3. TERM
The term of this Agreement will be effective for a period of one (1) year from the date
first above written.-The Executive Manager may amend the Agreement to extend it for
one (1) additional one (1) year periods or parts thereof. Extensions will be based upon
a satisfactory review of Contractor's performance, CMWD needs, and appropriation of
funds by the CMWD Board of Directors. The parties will prepare a written amendment
indicating the effective date and length of the extended Agreement.
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4. TIME IS OF THE ESSENCE
Time is of the essence for each and every provision of this Agreement.
5. COMPENSATION
The total fee payable for the Services to be performed during the initial Agreement term
on a time and material basis in accordance with Exhibit "Ai will be an amount not-to-
exceed five hundred twenty five thousand dollars ($525,000). No other compensation
for the Services will be allowed except for items covered by subsequent amendments to
this Agreement. CMWD reserves the right to withhold a ten percent (10%) retention
until CMWD has accepted the work and/or Services specified in Exhibit "A".
Incremental payments, if applicable, should be made as outlined in attached Exhibit "A".
6. STATUS OF CONTRACTOR
Contractor will perform the Services in Contractor's own way as an independent
contractor and in pursuit of Contractor's independent calling, and not as an employee of
CMWD. Contractor will be under control of CMWD only as to the result to be
accomplished, but will consult with CMWD as necessary. The persons used by
Contractor to provide services under this Agreement will not be considered employees
of CMWD for any purposes.
The payment made to Contractor pursuant to the Agreement will be the full and
complete compensation to which Contractor is entitled. CMWD will not make any
federal or state tax withholdings on behalf of Contractor or its agents, employees or
subcontractors. CMWD will not be required to pay any workers' compensation insurance
or unemployment contributions on behalf of Contractor or its employees or
subcontractors. Contractor agrees to indemnify CMWD and the City of Carlsbad within
thirty (30) days for any tax, retirement contribution, social security, overtime payment,
unemployment payment or workers' compensation payment which CMWD may be
required to make on behalf of Contractor or any agent, employee, or subcontractor of
Contractor for work done under this Agreement. At CMWD's election, CMWD may
deduct the indemnification amount from any balance owing to Contractor.
7. SUBCONTRACTING
Contractor will not subcontract any portion of the Services without prior written approval
of CMWD. If Contractor subcontracts any of the Services, Contractor will be fully
responsible to CMWD for the acts and omissions of Contractor's subcontractor and of
the persons either directly or indirectly employed by the subcontractor, as Contractor is
for the acts and omissions of persons directly employed by Contractor. Nothing
contained in this Agreement will create any contractual relationship between any
subcontractor of Contractor and CMWD. Contractor will be responsible for payment of
subcontractors. Contractor will bind every subcontractor and every subcontractor of a
subcontractor by the terms of this Agreement applicable to Contractor's work unless
specifically noted to the contrary in the subcontract and approved in writing by CMWD.
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8. OTHER CONTRACTORS
CMWD reserves the right to employ other Contractors in connection with the Services.
9. INDEMNIFICATION
ExceDt as to the sole negligence or willful misconduct of CMWD, Contractor will defend,
indemnify and hold CMWD, and the City of Carlsbad, their officers, agents and
employees, harmless from any and all loss, damage, claims, demands, liability,
expense or cost, including attorney's fees, which arises out of, or is in any way
connected with the performance of, the Services by Contractor or any of Contractor's
employees, agents or subcontractors, notwithstanding that CMWD may have benefited
from their services.
The parties expressly agree that any payment, attorney's fee, costs or expense CMWD
incurs or makes to or on behalf of an injured employee under its self-administered
workers' compensation is included as a loss, expense or cost for the purposes of this
section, and that this section will survive the expiration or early termination of the
Agreement.
IO. INSURANCE
Contractor will obtain and maintain for the duration of the Agreement and any and all
amendments, insurance against claims for injuries to persons or damage to-property
which may arise out of or in connection with performance of the services by Contractor
or Contractor's agents, representatives, employees or subcontractors. The insurance
will be obtained from an insurance carrier admitted and authorized to do business in the
State of California. The insurance carrier is required to have a current Best's Key
Rating of not less than "A-:V".
10.1 Coveraqes and Limits.
Contractor will maintain the types of coverages and minimum limits indicated below,
unless the General Counsel or Executive Manager approves a lower amount.
These minimum amounts of coverage will not constitute any limitations or cap on
Contractor's indemnification obligations under this Agreement. CMWD. its officers,
agents and employees make no representation that the limits of the insurance specified
to be carried by Contractor pursuant to this Agreement are adequate to protect
Contractor. If Contractor believes that any required insurance coverage is inadequate,
Contractor will obtain such additional insurance coverage, as Contractor deems
adequate, at Contractor's sole expense.
10.1.1 Commercial General Liability Insurance. $1,000,000 combined
single-limit per occurrence for bodily injury, personal injury and property damage. If the
submitted policies contain aggregate limits, general aggregate limits will apply
separately to the work under this Agreement or the general aggregate will be twice the
required per occurrence limit.
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10.1.2 (if the use of an automobile is involved for
Contractor's work for CMWD). $1,000,000 combined single-limit per accident for bodily
injury and property damage.
10.1.3 Workers' Compensation and Employer's Liability. Workers'
Compensation limits as required by the California Labor Code and Employer's Liability
limits of $1,000,000 per accident for bodily injury. Workers' Compensation and
Employer's Liability insurance will not be required if Contractor has no employees and
provides, to CMWDs satisfaction, a declaration stating this.
10.1.4 Professional Liability. Errors and omissions liability appropriate to
Contractor's profession with limits of not less than $1,000,000 per claim. Coverage must
be maintained for a period of five years following the date of completion of the work.
10.2. Additional Provisions. Contractor will ensure that the policies of insurance
required under this Agreement contain, or are endorsed to contain, the following
provisions:
10.2.1 The CMWD and the City of Carlsbad will be named as an additional
insured on General Liability.
10.2.2 Contractor will obtain occurrence coverage, excluding Professional
Liability, which will be written as claims-made coverage.
10.2.3 This insurance will be in force during the life of the Agreement and
any extensions of it and will not be canceled without thirty (30) days prior written notice
to CMWD sent by certified mail pursuant to the Notice provisions of this Agreement.
10.3 Providinq Certificates of Insurance and Endorsements. Prior to CMWD's
execution of this Agreement, Contractor will furnish certificates of insurance and
endorsements to CMWD.
10.4 Failure to Maintain Coveraqe. If Contractor fails to maintain any of these
insurance coverages, then CMWD will have the option to declare Contractor in breach,
or may purchase replacement insurance or pay the premiums that are due on existing
policies in order to maintain the required coverages. Contractor is responsible for any
payments made by CMWD to obtain or maintain insurance and CMWD may collect
these payments from Contractor or deduct the amount paid from any sums due
Contractor under this Agreement.
10.5 Submission of Insurance Policies. CMWD reserves the right to require, at
anytime, complete and certified copies of any or all required insurance policies and
endorsements.
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11. BUSINESS LICENSE
Contractor will obtain and maintain a City of Carlsbad Business License for the term of
the Agreement, as may be amended from time-to-time.
12. ACCOUNTING RECORDS
Contractor will maintain complete and accurate records with respect to costs incurred
under this Agreement. All records will be clearly identifiable. Contractor will allow a
representative of CMWD during normal business hours to examine, audit, and make
transcripts or copies of records and any other documents created pursuant to this
Agreement. Contractor will allow inspection of all work, data, documents, proceedings,
and activities related to the Agreement for a period of three (3) years from the date of
final payment under this Agreement.
13. OWNERSHIP OF DOCUMENTS
All work product produced by Contractor or its agents, employees, and subcontractors
pursuant to this Agreement is the property of CMWD. In the event this Agreement is
terminated, all work product produced by Contractor or its agents, employees and
subcontractors pursuant to this Agreement will be delivered at once to CMWD.
Contractor will have the right to make one (1) copy of the work product for Contractor’s
records.
14. COPYRIGHTS
Contractor agrees that all copyrights that arise from the services will be vested in
CMWD and Contractor relinquishes all claims to the copyrights in favor of CMWD. ~~ .
15. NOTICES
The name of the persons who are authorized to give written notices or to receive written
notice on behalf of CMWD and on behalf of contractor under this Agreement.
For CMWD: For Contractor:
William E. Plummer, P.E. Jon C. Reynolds, P.E.
Deputy City Engineer Vice President
Carlsbad Municipal Water District Krieger & Stewart, Inc.
Address: 1635 Faraday Avenue 3602 University Avenue
Carlsbad, CA 92008 Riverside, CA 92501-3380
Phone: (760) 602-2768 Phone: (909) 684-6900
Each party will notify the other immediately of any changes of address that would
require any notice or delivery to be directed to another address.
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16. CONFLICT OF INTEREST CMWD will evaluate Contractor's duties pursuant to this Aareement to determine whether disclosure under the Political Reform Act and CMWb's Conflict of Interest Code is required of Contractor or any of Contractor's employees, agents, or subcontractors. Should it be determined that disclosure is required, Contractor or
the Secretary of the Board those schedules specified by CMWD and contained in the Contractor's affected employees, agents, or subcontractors will complete and file with
Statement of Economic Interests Form 700.
Contractor, for Contractor and on behalf of Contractor's agents, employees, subcontractors and consultants warrants that by execution of this Agreement, that they have no interest, present or contemplated, in the projects affected by this Agreement. Contractor further warrants that neither Contractor, nor Contractor's agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Contractor will file with the CMWD an affidavit disclosing this interest.
17. GENERAL COMPLIANCE WITH LAWS Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be
responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations.
Contractor will be aware of the requirements of the Immigration Reform and Control Act
the eligibility for employment of all agents, employees, subcontractors and consultants of 1986 and will comply with those requirements, including, but not limited to, verifying
that the services required by this Agreement.
18. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment.
19. DISPUTE RESOLUTION If a dispute should arise regarding the performance of the Services the following procedure will be used to resolve any questions of fact or interpretation not otherwise
settled by agreement between the parties. Representatives of Contractor or CMWD will reduce such questions, and their respective views, to writing. A copy of such documented dispute will be forwarded to both parties involved along with recommended methods of resolution, which would be of benefit to both parties. The representative
receiving the letter will reply to the letter along with a recommended method of resolution within ten (IO) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the Executive Manager. The Executive Manager will consider the facts and solutions recommended
action of the Executive Manager will be binding upon the parties involved, although by each party and may then opt to direct a solution to the problem. In such cases, the
nothing in this procedure will prohibit the parties from seeking remedies available to them at law.
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20. TERMINATION
In the event of the Contractor's failure to prosecute, deliver, or perform the Services, ." "" - ~ ~~~~ ~ CMWD may terminate this Agreement for'nonperformance by notifying Contractor by
certified mail of the termination. If CMWD decides to abandon or indefinitely postpone
the work or services contemplated by this Agreement, CMWD may terminate this
Agreement upon written notice to Contractor. Upon notification of termination,
Contractor has five (5) business days to deliver any documents owned by CMWD and
all work in progress to CMWD address contained in this Agreement. CMWD will make
a determination of fact based upon the work product delivered to CMWD and of the
percentage of work that Contractor has performed which is usable and of worth to
CMWD in having the Agreement completed. Based upon that finding CMWD will
determine the final payment of the Agreement.
Either party upon tendering thirty (30) days written notice to the other party may
terminate this Agreement. In this event and upon request of CMWD, Contractor will
assemble the work product and put it in order for proper filing and closing and deliver it
to CMWD. Contractor will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. CMWD will make the final determination as to the portions of tasks completed and the
compensation to be made.
21. COVENANTS AGAINST CONTINGENT FEES
Contractor warrants that Contractor has not employed or retained any company or
person, other than a bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift,
this Agreement. For breach or violation of this warranty, CMWD will have the right to
or any other consideration contingent upon, or resulting from, the award or making of
annul this Agreement without liability, or, in its discretion, to deduct from the Agreement
price or consideration, or otherwise recover, the full amount of the fee, commission,
percentage, brokerage fees, gift, or contingent fee.
22. CLAIMS AND LAWSUITS By signing this Agreement, Contractor agrees that any agreement claim submitted to
CMWD must be asserted as part of the agreement process as set forth in this
Agreement and not in anticipation of litigation or in conjunction with litigation. Contractor
acknowledges that if a false claim is submitted to CMWD, it may be considered fraud
and Contractor may be subject to criminal prosecution. Contractor acknowledges that
California Government Code sections 12650 et seq.. the False Claims Act applies to
this Agreement and, provides for civil penalties where a person knowingly submits a
false claim to a public entity. These provisions include false claims made with deliberate
ignorance of the false information or in reckless disregard of the truth or falsity of
information. If CMWD seeks to recover penalties pursuant to the False Claims Act, it is
entitled to recover its litigation costs, including attorney's fees. Contractor acknowledges
that the filing of a false claim may subject Contractor to an administrative debarment
proceeding as the result of which Contractor may be prevented to act as a Contractor
on any public work or improvement for a period of up to five (5) years. Contractor
acknowledges debarment by another jurisdiction is grounds for CMWD to terminate this
Agreement.
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23. JURISDICTIONS AND VENUE
Any action at law or in equity brought by either of the parties for the purpose of
enforcing a right or rights provided for by this Agreement will be tried in a court of
competent jurisdiction in the County of San Diego, State of California, and the parties
waive all provisions of law providing for a change of venue in these proceedings to any
other county.
24. SUCCESSORS AND ASSIGNS
It is mutually understood and agreed that this Agreement will be binding upon CMWD
and Contractor and their respective successors. Neither this Agreement or any part of it
nor any monies due or to become due under it may be assigned by Contractor without
the prior consent of CMWD, which shall not be unreasonably withheld.
25. ENTIRE AGREEMENT
This Agreement, together with any other written document referred to or contemplated
by it, along with the purchase order for this Agreement and its provisions, embody the
entire Agreement and understanding between the parties relating to the subject matter
of it. In case of conflict, the terms of the Agreement supersede the purchase order.
Neither this Agreement nor any of its provisions may be amended, modified, waived or
discharged except in a writing signed by both parties.
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26. AUTHORITY
The individuals executing this Agreement and the instruments referenced in it on behalf
of Contractor each represent and warrant that they have the legal power, right and
actual authority to bind Contractor to the terms and conditions of this Agreement.
CONTRACTOR CARLSBAD MUNICIPAL WATER
KRIEGER & STEWART, INC.,
a corporation
DISTRICT, a Public Agency
organized under the Municipal Water
Act of 191 1, and a Subsidiary District
of the City of Carlsbad
By:
President, Executive Manager or
(print nameltitle) designee
**Bbl"J p$"?$h 7 ATTEST:
(sign here)
Charles A. Kriener - Secretary
(print namekitle) LORRAINE M. WOOD Secretary
If required by CMWD, proper notarial acknowledgment of execution by contractor must be attached. If a Corporation, Agreement must be signed by one corporate officer from each of the following two groups.
*Group A.
Chairman,
President, or Vice-president
'"Group B.
Secretary, Assistant Secretary, CFO or
Assistant Treasurer
Otherwise, the corporation must attach a resolution certified by the secretary or
assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL, General Counsel
By:
Deputy General Counsel
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NOTARY ACKNOWLEDGEMENT
State of California } ss.
County of Riverside
On Febmarv 25, 2002, before me, Kim Renee' Soto, a Notary Public, personally appeared Jon'
Reynolds and Charles A. Krieger,
Personally known to me -or- 0 Proven to me on the basis of satisfactory evidence
to be the persons whose names are subscribed to the attached instrument and acknowledged to me that
they executed same in their authorized capacities, and that, by their signatures on the instrument, the
persons, or the entity upon behalf of which the persons acted, executed the instrument.
WITNESS my hand and official seal.
POP I SignsNre of Notary Notary Seal
OPTIONAL INFORMATION
Capacity Claimed by Signer
Individual
corporate Officer@):
Vice President and Secretary, respectively
Titleg) 0 Partner(s): 0 Limited General 0 Attorney-in-Fact
TNStee(S)
[7 GuardidConservator 0 Other:
Signers are Representing:
Name of Person($ or Entity(ies)
Krieger & Stewart, Incorporated
Description of Attached Document
Agreement for Engineering Design Services
Basin Water Reclamation Program, Phase I1
for Pump Stations Included In the Encina
Project, Project No. 3675-2
Document Title or Type
26
Number of Pages
To be dated by Carlsbad Municipal Water District
Document Date
President, Executive Manager or designee of
Carlshad Municipal Water District
Other Signer($ I
EXHIBIT "A"
KRIEGE R @f STEWART
,*iDI.os&lrD
February 8,2002
City of Carlsbad
Engineering Department
1635 Faraday Avenue
Carlsbad, CA 92008
860-3
Attention: Christopher M. Muehlbacher, Associate Engineer
Subject: Proposal to Provide Design Engineering Services for the Recycled Water Pump Stations for the Encina Basin Water Reclamation Program, Phase II
Gentlemen:
We appreciate the opportunity to submit our proposal for subject project. Our proposal is divided into the
following sections:
I. Scope of Services
II. Fee Estimate
We have revised our scope of services and fee estimate in accordance with your review comments on OUT draft
proposal, dated December 14,2001.
Again, we are pleased to be considered to provide consulting engineering services to the City of Carlsbad
regarding subject project, and are available to discuss our proposal with you at your convenience.
Sincerely,
PESiblt
3-CM"L1
Enclosures: Proposal
KRIEGER 6 STEWART
,*co..Ds.lrD
SECTION I
SCOPE OF SERVICES
Our Scope of Services is divided into the following five categories:
1. Project Coordination
2. Preliminary Design
3. Final Design
4. Value Engineering
5. Special Services
Each specific task included in our Scope of Services is discussed in detail in the following paragraphs.
TASK 1 - PROJECT COORDINATION
Throughout the project, we propose to coordinate closely with City staff, public agencies, and private
land developers. We propose to coordinate with these agencies and parties through the City by joint
meetings and correspondence. At all times, we will keep City staff apprised of our communications
with other agencies and parties. Also, in order to develop a comprehensive control strategy for the City's
recycled water system (initial and future) we will meet and coordinate with the City's CWRF project
design team and Vallecitos Water District, including their consultants.
Krieger & Stewart will prepare meeting minutes (notes) for all meetings with City staff, public agencies,
land developers, and their consultants. We will provide City staff with copies of our meeting minutes
within one week following each meeting.
Our project coordination services are summarized as follows:
1.1 Preliminary Design
a. Initial Meetins
We will meet with City staff to discuss the project prior to beginning our design
services and to obtain City-furnished materials, including the following documents and
data:
Encina Basin Recycled Water Distribution System Study by Powell/F'BS&J
Recycled Water System Hydraulic Network Model and Demands(H20Net), Phase
I1 and Ultimate Conditions
Encina Basin Recycled Water System Project Report for the California State Water
Resources Control Board (SWRCB) State Revolving Fund (SRF) Loan Program
Easement and Right-of-way Documents for the Twin "D' Reservoir Site
Record Drawings (As-Builts) for the Twin "D" Recycled Water Storage Reservoirs
Record Drawings for the "D" Point Pressure Reducing Station
Record Drawings for all Water, Sewer, and Recycled Water Pipelines in the
Vicinity of the Proposed Pump Stations.
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KRIEGER CY ~TEWART
I*cD..ol"lo
In preparing for this meeting, we will compile a summary of issues and concerns to be
discussed for each pump station, as well as a preliminary list of equipment types and
manufacturers for major pump station components. At this meeting, we will discuss
project design criteria and alternatives to be considered, and will review in detail our
schedule and approach to evaluating the alternatives. We will also review our approach
to coordinating with other agencies and parties.
b. Meetines with Calavera Hills and Bressi Ranch DeveIoDers
We will meet with City staff and the representatives for the Calavera Hills Village
residential development @cMillan) and Bressi Ranch industrial development Ganar
Homes) to discuss the proposed locations for the Calavera and Bressi Pump Stations,
mitigation, and site security requirements. Prior to meeting with the Calavera Hills
site size requirements, City ingresdegress requirements, architectural themes, noise
Village and Bressi Ranch developers we will confirm minimum site size requirements
(see Review City Furnished Materials and Documents, Task 2.1).
C.
We understand that each of the three pump stations will require a Conditional Use
Permit kom the City's Planning and Development Services Department. In addition,
the Twin "D" Pump Station will require a Coastal Development Permit to be issued by
the City.
Prior to commencing preparation of preliminary drawings, including architectural
concept drawings, we will attend a meeting with City Planning and Development
Services Department staff, City Public Works - Engineering Department staff, and ow
architect and landscape architect subconsultants (Gillis & Associates Architects, Inc.
and KTU+A, respectively) to discuss the City's architectural requirements for each of
the proposed pump stations. In addition, we will discuss the anticipated schedule for
presenting the projects, including architectural renderings, to the City's Planning
Commission.
d. Preliminarv Desim Rmort Review Meetines
Following our preparation of the draft Preliminary Design Report VDR) for the pump
stations, we propose to meet with City staff to review our preliminary report and its
contents. At the end of the meeting, we will provide copies of the draft report for staff
review. Thereafter, we will meet to review staff cgmments. Upon receipt of comments,
we will proceed with final report preparation. We will provide copies of final report to
staff and thereafter receive their comments to make any final revisions.
1.2 Final Design
a. Meetines with Citv Plannine and DeveloDment Services Deuartment
Prior to commencing with preparation of contract documents (plans and specifications)
Department staff, City Public Works - Engineering Department staff, and our architect
for each pump station, we will meet with City Planning and Development Services
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KRIEGER 4Y ~TEWART
,*CO..O.ITEO
and landscape architect subconsultants to confirm pump station design requirements,
including architectural requirements, access requirements, environmental mitigation (if
any), and any special construction constraints or sequencing requirements.
b. Meetines with Citv Planning Commission
We anticipate that the pump stations will be presented to the City's Planning
Commission at separate meetings. We will provide City staff with all required
presentation material for the meetings. In addition, we will attend the meetings along
with our architect and landscape architect to assist City staff in responding to any
questions from the Planning Commission.
C. Citv Staff 65% Document Review Meeting
We will submit five sets of 65% complete contract documents to City staff for review.
review meeting, which will be attended by Krieger & Stewart's principal in charge and
Approximately two weeks thereafter, we will obtain City staffs comments during a
project engineer, and our architect and landscape architect.
d. SWRCB SRF 65% Document Review
SWRCB SRF Loan Program Policy does not mandate applicants to submit preliminary
contract documents for review. However, based on our previous experience with SRF
projects, we believe that SWRCB review of preliminary contract documents expedites
the design phase and the SWRCB approval of final contract documents. We propose to
submit 65% complete contract documents to the SWRCB for review. We will
implement SWRCB recommendations into the project design, unless we disagree with a
recommendation. We will prepare a written response to any SWRCB recommendations
that we do not incorporate into the design.
e. Citv Staff 95% Document Review Meeting
When documents are approximately 95% complete, we will submit five sets to City
comments during a review meeting, which will be attended by Krieger & Stewart's
staff for review. Approximately two weeks thereafter, we will obtain City staffs
principal in charge and project engineer, and our architect and landscape architect.
f. Bid Phase Suuuort
During the bidding periods for each pump station, we will attend the pre-bid tour,
answer questions or provide clarifications of the contract documents, prepare addenda
(if necessary), and evaluate bid proposals.
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1.3 Subconsultant Coordination
Throughout all project phases, we will coordinate our efforts with those of our subconsultants to
insure that the project meets the City's needs and requirements. We will confer with our
subconsultants on a regular basis to monitor their progress and to identify and provide any data
or material they require to perform their work.
TASK 2 - PRELIMINARY DESIGN
The preliminary design will provide the basis for final design of theproposed pump stations. We
propose to organize our preliminary design services as follows:
2.
1.
3.
4.
5.
6.
7.
8.
9.
Review City Furnished Materials and Documents
Records Search and Review
Design Survey
Hydraulic Analyses and Pumping Unit Selection
Surge Analyses
Pump Station Preliminary Layouts
Controls and Instrumentation
Draft Preliminary Design Report Preparation
Final Preliminary Design Report Preparation
Each component is discussed in detail in the following paragraphs:
2.1 Review City Furnished Materials and Documents
We will compile and review all materials and documents furnished by the City (see m, Task l.l.a), and will perform field inspections of existing City facilities in order to
establish a clear and comprehensive understanding of existing and proposed recycled water
system facilities and operational requirements. Our review will focus on the following issues:
Establish a minimum pump station building size for each facility
Establish a minimum site size for each facility
Develop a preliminary system-wide control strategy
In order to establish a minimum pump station building size for each facility, we will perform
preliminary hydraulic analyses for initial and ultimate flow conditions to determine pumping
unit sizes for horizontal centrifugal, split case, and vertical turbine type pumps. We will also
perform preliminary engineering calculations to determine space requirements for major
mechanical and electrical components (hydropneumatic tanks, future sodium hypochlorite
chlorination systems, flow meters, pressure reducing valves and piping, electrical panels, etc.).
In order to establish a minimum site size for each facility, we will review in detail the Siting
Studies prepared for the Twin "D" and Bressi Pump Stations, and current grading plan(s) for the
Calavera Hills Village project. We will also consult with City Maintenance & Operations staff
to determine equipment and vehicle access requirements for each facility. We will prepare a
preliminary site layout for the Calavera Pump Station. We will confirm the adequacy of the site
sizes for the Twin "D" and Bressi Pump Stations, and if necessary (based on the above
mentioned review), we will prepare alternative preliminary site layouts for each. These
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KRIEGER & STEWART
preliminary site layouts will be prepared prior to our proposed meetings with the Calavera Hills
Village and Bressi Ranch developers.
Based on our review of the Encina Basin Recycled Water Distribution System Study, existing
recycled water system, and discussions with the design engineers for the Meadowlark WRF
Expansion (Kennedy-Jenks) and CWRF Pump Station (Montgomery-Watson-Harza), we will
prepare a preliminary recycled water system operation schematic diagram and review same with
City staff.
2.2 Records Search and Review
tract maps, parcel maps, monument ties, benchmark data, and utility information which pertains Our records search will consist of obtaining copies of all assessor's maps, records of survey,
to the project. Utility information will include the City (sewer, water, storm drain, and traffic
signals), other water or sewer agencies, San Diego Gas & Electric, petroleum companies,
telephone companies, cable television companies, and other affected utilities.
We will perform a detailed review of the record information provided by the City and other
agencies, with a particular emphasis upon identifying potential construction constraints,
including conflicts between the proposed facilities and existing utilities.
2.3 Design Survey
base construction drawings. The design survey will consist of locating existing survey
We will use aerial photogrammetry to prepare preliminary design drawings and final design
monuments and providing aerial targets to provide one foot contours for mapping purposes. We
will perform target identification using a systematic point numbering system. In addition, we
will paint all water valves, water services, fire hydrants, utility vaults, utility markings, and
other visible facilities to simplify photo identification of their locations. We will establish the
elevation of each target using differential leveling procedures to ensure vertical closure, and will
tie all vertical control to existing City benchmarks. We will also establish temporary
monumentation at each site for use during final design and construction.
Aero Tech Surveys, Inc. will provide all aerial photogrammetric services required to complete
the design survey, develop digital topography, and to prepare the base construction drawings.
The design survey will be based on the California Coordinate System - 1983, Zone VI (North
American Datum of 1983). We will coordinate with the design engineers for the City's
Recycled Water Pipelines, Calavera Hills Village, and Bressi Ranch projects to determine the
survey control used for those projects and translate any survey or design data we receive from
them to the California Coordinate System.
Performance of the design survey for the Calavera and Bressi Pump Stations will be dependent
Ranch projects. Since the schedule for this work is not fm, we have assumed (for the purposes
on the completion of rough grading by contractors for the Calavera Hills Village and Bressi
of establishing our fee estimate) that the design surveys for each pump station will be performed
at different times.
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2.4 Hydraulic Analyses and Pumping Unit Selection
We will review existing City hydraulic network analyses of the recycled water system. The
pumping units will be sized for the proposed Phase I1 conditions, but we will also evaluate
initial conditions (current recycled water demands), the startup sequence of Phase I1 facilities,
and ultimate conditions. We will utilize the City's hydraulic network model and demands
(Phase II and ultimate conditions) to perform any additional hydraulic network analyses
required for pumping unit selection.
Since the pump station for the 4.0 MGD Carlsbad Water Reclamation Facility (CWRF) is an
integral part of the Phase Il system, our analyses will also include the CWRF Pump Station.
We will consult with San Diego Gas & Electric (SDG&E) to identify probable rate schedules
for the pump station electrical services (including the CWRF Pump Station) and we will
evaluate time-of-use (TOW "off-peak" pumping control strategies. These "off-peak" pumping
control strategies may impact the capacities of the proposed pumping units. We will evaluate
the various pumping unit combinations necessary to implement TOU "off-peak" pumping,
including the use of jockey pumps with a separate electrical service to supply demands during
"on-peak" rate periods.
For the pump stations with proposed hydropneumatic tanks (Calavera and Bressi) we will
evaluate operational scenarios that will allow the tank sizes to be reduced or to be completely
eliminated by using a bypass (recycle) valve and piping system that will allow continued pump
operation during reduced system demand periods.
The PDR will identify the selected pumping units for each pump station and provide the reasons
for the selections.
2.5 Surge Analyses
We will perform surge analyses for each pump station in the Phase I1 system, including the
CWRF Pump Station. We have assumed that we will be able to use the City's H20Net model to
provide the system data for the proposed surge analyses.
Flow Science, Inc. will perform the pressure surge computer analyses at the four pump stations
them with the necessary system data, including system operating conditions, for the surge
and provide recommended surge protection measures for each pump station. We will provide
analyses. Various operating scenarios will be analyzed to insure that the study results will
simulate maximum surge conditions in the system.
The PDR will provide the results of the surge analyses and any required surge mitigation
equipment.
2.6 Pump Station Preliminary Layouts
Based on the results of our meetings with the developers for the Calavera Hills Village and
Bressi Ranch projects and City staffs confirmation of final site selection for each pump station,
we propose to provide detailed site layouts and preliminary drawings with mechanical plans and
sections for each pump station. Layouts will show the survey topography, preliminary finish
1-6 22
KRIEGER CY STEWART
,Ico..os.T*D
grades, facility locations, easement and right-of-way including recommended additional
permanent and construction easements for facilities. These preliminary drawings will be
furnished to our architect and landscape architect subconsultants for their use in preparing
conceptual plans and elevations. We will submit our preliminary drawings, including
architectural concept drawings and renderings, to City staff for review. We will revise the
preliminary drawings as necessary based on City staff review comments, and furnish City staff
with copies of the revised drawings for presentation to the City's Planning Commission.
2.7 Controls and Instrumentation
We will prepare a detailed control strategy for the City's recycled water system. We will submit
a narrative of the proposed control strategy along with a system schematic diagram to City staff
for review. Our control strategy will address initial (including consideration for the sequence of
Phase I1 projects) and final Phase I1 operation. We will also itemize the required
instrumentation and control components necessary to implement the control strategy. We will
consult with City staff to determine manufacturer preference for the required equipment.
2.8 Draft Preliminary Design Report Preparation
After completion of the various evaluations and analyses, a draft Preliminaty Design Report
will be prepared. We envision said report to consist of the following sections:
a. Introduction
b. Review Materials and Documents
The review materials and documents section will summarize the materials and
documents furnished by the City or obtained from others, and utilized in the preparation
of the preliminary design.
C. Design Criteria and Pumo Selection
For each pump station, the design criteria section will describe the parameters used in
sizing the pump station equipment, piping, and appurtenances, and will incorporate
hydraulic calculations, system curves, pump selection data, hydropneumatic tank
Pump Station will be provided by Montgomery-Watson-Haza.
evaluation and sizing, and surge analysis results. The design criteria for the CWRF
Our evaluation of hydropneumatic tanks at the Calavera and Bressi Pump Stations will
include analysis of equipment and control options for eliminating the tanks.
d. Pum~ Station Lavout
The layout section will present each pump station with a short narrative description, site
plan, preliminary landscape plan, preliminary mechanical/electrical drawings for the
building and hydropneumatic tank (if applicable), preliminary architectural plans and
elevations, necessary right-of-way and easements, and list of selected equipment,
including pumping units, electrical switchgear, controls, instrumentation, and telemetry.
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KRIEGER @ ~TEWART
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e. Controls and Instrumentation
We will present the recommended control strategy for the proposed facilities, including
the CWRF Pump Station and Meadowlark Pump Station, in both narrative and diagram
form. We will also identify the required recycled water system telemetry equipment for
incorporation into the City's existing telemeby system (SCADA).
f. Environmental Issues
The environmental issues section will summarize City staffs fmdings regarding the
environmental issues related to the pump stations, including any mitigation measures.
g. Cost Estimates
The cost estimates section will present a detailed discussion of components included in
the cost estimates, basis of costs, unit construction cost data, and summary of cost
estimates. We propose to consult with contractors familiar with this type of work and
the project area.
h. Conclusions and Recommendations
The conclusions and recommendations section will summarize the capital and operating
costs and other pertinent information (e.g. ease of operation andor maintenance) for
particular emphasis on the basis for recommendation.
each project component. Recommended project will be described in detail, with
2.9 Final Report Preparation
Based on comments obtained from City staff regarding the draft Preliminary Design Report, we
will prepare the final Preliminary Design Report and submit five copies to City staff.
TASK 3 - FINAL DESIGN
Based on the approved PDR, our project team will begin final design and preparation of contract
documents (construction drawings and specifications). We propose to organize our final design services
as follows:
1.
2.
3.
4.
5.
6.
7.
8.
Base Construction Drawings
Geotechnical Investigation
65% Contract Document Preparation
Utility Verification
Permits and Property Acquisition
95% Contract Document Preparation
Final Contract Document Preparation
Final Construction Cost Estimate
1-8
KRIEGER @f STEWART
,ICD..DS.T.D
Each component is discussed in detail in the following paragraphs:
3.1 Base Constrnction Drawings
Aero Tech surveys will provide Krieger & Stewart with aerial topographic data in digital
AutoCAD version 2000 format. We propose to use this topography for the recycled water
connection piping (plan and profile) and the site grading plan for the project facilities. We will
prepare the base construction drawings on 24" x 36" mylar sheets with standard City title block.
The plan and profile sheets for the recycled water connection pipelines will be prepared at a
horizontal scale of I" = 40' and a vertical scale of 1" = 4'.
We will add the existing improvements, easements, property lines, assessor parcel numbers,
public and private rights-of-way, and survey data in order to complete the base construction
drawings. After we complete the base construction drawings, our project engineer will field
review each pump station site and connection piping alignments to ensure that all existing
conditions are correctly represented.
3.2 Geotechnical Investigation
The geotechnical investigation will be performed by Vinje & Middleton Engineering, Inc. We
will provide Vinje & Middleton with facility descriptions and locations, along with anticipated
foundation depths at each pump station site. The geotechnical investigation will include soil
classifications, engineering properties of soils including corrosivity, settlement rates, fault
locations, potential and probable seismic accelerations, over-excavation requirements,
excavation slope stability, backfill compaction requirements, and pipe bedding
recommendations. Recommendations for structure foundation design, underground piping
construction, and pavement design will be included in the geotechnical report.
3.3 65% Contract Document Preparation
We will proceed with preparation of the contract documents in phases to allow intermediate
review by City staff. Design will incorporate final PDR recommendations and SWRCB VE
recommendations (see SWRCB SRF Value Engineering Workshop and Study Response, Task
4). When approximately 65% complete, we will submit five sets of documents to City staff for
review and approval.
The contract documents will include both the specifications and the construction drawings. The
specifications will be prepared in CSI format and will include the notice inviting bids, bid
sheets, contract, City contract provisions, SWRCB SFG bidding documents and contract
requirements, special provisions, technical specifications for all equipment, specifications for
basic construction materials (e.g. concrete, steel, piping, painting, and electrical), and standard
drawings. The contract will include a requirement that the contractor provide the City with a
one-year warranty regarding materials and workmanship.
Clear and concise technical specifications are critical to ensuring that the City receives facilities,
which will provide a high degree of reliability and durability. The special construction
provisions will address construction constraints and anticipated difficulties, including: delivery
of equipment, storage of materials, noise and dust control, and daily cleanup. A detailed
sequence of work will be provided in the special construction provisions to ensure that
1-9 a5
KRIEGER &f STEWART
,IcD..os.TT~
construction activities will be performed in an expeditious and orderly manner with minimal
impact on the City's existing operations and adjacent property owners.
The construction drawings will be prepared using the City-approved construction drawing
orientation and layout. Drawings will be provided for grading, landscape and irrigation, site
piping, and architectural, structural, mechanical, and electrical work. Drawings, including data
layering, will conform to the City's Standards for the Digital Submittal of Maps and Plans.
3.4 Utility Verification
Based on our recommendation of utilities to be excavated and exposed and on the City's
comments, we will request that Underground Service Alert (USA), as well as all utilities not a
member of USA, to locate and mark facilities along the proposed piping alignments at areas to
be potholed, including connection points with existing pipelines.
We will arrange and conduct a field meeting with all affected utilities, review the utilities to be
located and marked, and obtain required encroachment permits. We do not anticipate preparing
traffic control plans for utility potholes.
One of our surveyors will mark the utility exposure locations. We will arrange with Trautwein
Construction to excavate and expose utilities and we will determine the dimensions and
purposes of establishing our fee estimate, we have assumed there will be a total of six (6) utility
horizontal and vertical locations of each facility as they are excavated and exposed. For the
potholes required (3 each for Twin "D" and Bressi Pump Stations, and none for the Calavera
Pump Station).
After the utilities have been potholed and field measurements have been compiled, the
construction drawings will be revised as necessary.
3.5 Permits and Property Acquisition
As soon as the preliminary construction drawings for the connection piping segments located
within the City streets are approved by City staff, we will submit them to the City's Public
Works - Streets Department for review and comments.
We will obtain the City's Public Works - Streets Department approval of the piping alignments,
backfill requirements, compaction requirements, working hours, and pavement replacement
(base and overlay) requirements.
We will also prepare plats and legal descriptions for the Bressi and Calavera Pump Station sites
and any required access easements for the City's use in acquiring the properhes and necessary
right-of-way.
3.6 95% Contract Document Preparation
Based on City staff comments from the 65% document review meeting (see Citv Staff 65%
Document Review Meetinc, Task 1.2.c), we will proceed with 95% contract document
preparation.
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3.7 Final Contract Document Preparation
Based on City staff comments from the 95% contract document review meeting (see Citv Staff
95% Document Review Meetinq, Task 1.2.e), we will revise the contract documents as required
and submit signed and stamped originals of same to City staff for final approval and signatures.
We will also provide electronic (digital) files of the contract documents (drawings and
specifications).
Copies of the final drawings will also be transmitted to the City's Public Works - Streets
Department so that the necessary City encroachment permits can be issued.
3.8 Final Construction Cost Estimate
Following preparation of the final contract documents, we will confer with materials suppliers
and contractors with experience in the construction of pump stations in order to prepare a
detailed engineer's cost estimate for each of the pump stations.
TASK 4 - VALUE ENGINEERING
4.1 SWRCB SRF Value Engineering Workshop
We understand that a portion of the City's financing for Phase I1 of the Encina Basin Water
Reclamation Program will be obtained from the SWRCB SRF Loan Program. Since the SRF
loan amount for the overall project will exceed $10 million, the City must conduct a Value
Engineering (VE) Study. We will participate in a VE workshop for the pump stations at the
30% design stage, which we have assumed will take two meetings. We have also assumed that
the City will pay for the services of the VE team.
4.2 SWRCB SRF Value Engineering Study Response
We will review the VE Study provided by the VE team and incorporate the recommendations in
the project design. If we disagree with any of the VE recommendations, we will present our
basis for disagreement to City staff. If City staff concurs with our opinion, we will prepare a
written response that details the reasons for rejecting the VE recommendation.
TASK 5 - SPECIAL SERVICES
During the preliminary and final design phases of the project additional evaluations andor investigations may
be required. These special services will be authorized by City staff on a case by case basis by written Task
Order.
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,*CD..OS.TED
SECTION II
FEE ESTIMATE
Our estimated fees for providing the services described in our proposal are indicated on Table 1. As shown
therein, we will provide all of the services included in our Scope of Services for an estimated fee not to
exceed $525,000 for preliminary and final design engineering services. A copy of our 2001/2002 Fee
Fee Schedule, we will bill for reimbursable expenses at cost (aside from vehicle mileage, which will be
Schedule is also attached, and our fee estimate is based on the rates specified therein. As specified on our
billed at $0.40 per mile).
II-1
FEE SCHEDULE zool/zooz
CLASSIFICATION
Engineering Services
Consulting Engineer
Principal Engineer
Senior Engineer
Associate Engineer
Staff Engineer I
Staff Engineer I11
Staff Engineer I1
Staff Technician
Environmental Services
Senior Specialist
Associate Specialist
Staff Specialist I
Staff Specialist I1
Staff Specialist I11
Staff Technician
Forensic Services
Senior Expert Witness
Testimony Investigation
Testimony
Investigation
Associate Expert Witness
Computer Aided Design Services
Senior Operator I
Senior Operator I1 Senior Operator I11 Staff Operator I
Staff operator I1 Staff Operator III
Surveying Services
Principal Surveyor
Associate Surveyor
Senior Surveyor
Staff Surveyor I1
Staff Surveyor I
Staff Surveyor I11
Staff Technician
3 Man Crew with Survey Truck (including mileage) and Standard Equipment
2 Man Crew with Robotic Equipment
2 Man Crew with Survey Truck (including mileage) and Global Positioning
System Equipment
2 Man Crew with Survey Truck (including mileage) and Standard Equipment or
1 Man Crew with Robotic Equipment
Page 1 of Z
RATES
SBr.
156.00
130.00
115.00
103.00
92.00
69.00
80.00
57.00
115.00
103.00
92.00
69.00
80.00
57.00
250.00
175.00
200.00
150.00
83.00
78.00
73.00
69.00
65.00
60.00
130.00
115.00
103.00
92.00
80.00
69.00
57.00
225.00
225.00
185.00
KRIEGER & STEWART
,*FO".O"IT.D
FEE SCHEDULE
2001/2002
(continued)
CLASSIFICATION
Construction Services
Resident Engineer
Construction Inspector
Regular Time
Overtime
Weekdays (8 hours to 12 hours)
Weekdays (More than 12 hours)
Saturday (12 hours or less)
Saturday (More than 12 hours)
Sunday
Holidays (New Years Day, Memorial Day, Independence Day,
Labor Day, Veterans Day, Thanksgiving Day and the Day After, Christmas Day)
Support Services
Senior Secretary
Staff Secretary I
Staff Secretary II
Utility Technician
Utility Clerk
Outside Services
Special Consultants and Purchased Services
Reimbursable Expenses
Vehicle Mileage (excluding survey trucks)
Air Fare, Ground Fare, Parking, and Subsistence
Copies, F'rints, Telephone, Delivery, and Sundry Charges
RATES $mr.
92.00
75.00
100.00
85.00
100.00
85.00
100.00
130.00
55.00
49.00
44.00
41.00
38.00
cost + 10%
0.40iMile
cost
cost
The above rates are subject to change on or about July 1 each year due to salary and cost increases, except for
Construction Inspector, for which rates are subject to change when California Department of Industrial Relations issues new prevailing wage determinations.
TERMS OF PAYMENT:
Unless charge accommodations have been established beforehand, all accounts shall be prepaid. For accounts
having charge accommodations, payment in full shall be made within 25 days of date of invoice. Any amount unpaid within said 25 days will be assessed a service charge of I 1/2% per month (18% annual percentage rate),
with a minimum charge of $1.00. Accounts with a past due balance of 25 or more days are subject, without notice,
to credit discontinuance and mechanic's lien or stop notice. If it becomes necessary for Krieger & Stewart to
instigate legal proceedings for the collection of any balance due, the action shall be brought and tried in the Judicial
Districts wherein Krieger & Stewart offices are located. Client agrees that the court may award reasonable
attorney's fees and costs of suit to the prevailing party.
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