HomeMy WebLinkAbout2001-12-18; City Council; 16480; Carlsbad Sewer & Water Master Plan ContractCITY OF CARLSBADKARLSBAD MUNICIPAL WATER DISTRICT -AGENDA BILL h
AB# TITLE: AUTHORIZE THE EXECUTION OF A PROFESSIONAL t b ) 980 DEPT. HD. &;l-s
SERVICES AGREEMENT WITH DUDEK & ASSOCIATES
MTG. 12/18/01 FOR THE UPDATE OF THE CARLSBAD SEWER AND CITY ATTY 4Ez- WATER MASTER PLANS AND THE APPROPRIATION OF
DEPT. ENG ADDITIONAL FUNDS FOR PROJECT NO. 3870 CITY MGR-
1 RECOMMENDED ACTION:
City of Carlsbad City Council: Adopt Resolution No. sa\ -37Guthorizing the execution of a professional services agreement with Dudek & Associates for the update of the Carlsbad Sewer Master Plan, and the appropriation of Sewer Connection and Sewer Replacement funds for Project No. 3870. -
Carlsbad Municipal Water District Board of Directors: Adopt Resolution No. Il3b authorizing the execution of a professional services agreement with Dudek & Associates for the update ofjhe Carlsbad Water Master Plan, and the appropriation of Water Connection and Water Replacement funds for Project No. 3870.
I ITEM EXPLANATION:
Since 1997, development patterns have changed as a result of both Growth Management and Habitat Management Policies, which impacted growth projections and residential densities in various areas of the City. For these reasons, it is necessary to revise the current Sewer and Water Master Plans to better reflect the expected impacts to existing water and sewer infrastructure as well as determine the potential construction needs to accommodate future growth in the City.
The updated Master Plans will identify future sewer and water facility needs to ensure conformance with Growth Management Performance Standards through buildout of the City. The documents will provide an analysis identifying the need for the facilities, its size and type, and an estimated cost for construction. Staff will use these documents to estimate the construction timing in order to meet the expected demand and propose or modify projects in upcoming Capital Improvement Program (CIP) submittals.
An additional outcome of the Sewer and Water Master Plan updates would be the revision to the existing connection and Sewer Benefit Area Fee structures. The determination of future infrastructure needs and the potential of reduced development densities could impact current revenue projections. In order to revise the current fee programs, this project is required to prepare a Program Environmental Impact Report (PEIR). The PEIR will evaluate the impacts of construction of potential sewer and water lines and identify potential mitigation measures. This determination is critical to fully project the construction costs of the recommended sewer and water lines.
The process for the adoption of both the Sewer and Water Master Plan will be completed in two phases. Phase I will be the preparation of the Master Plan documents and should be completed in August 2002. Phase II will be the preparation of a Program Environmental Impact Report (PEIR) and is projected to be completed by April 2003. Staff is expecting to schedule the adoption of the Master Plans in June 2003.
City staff solicited proposals from interested firms and received a total of four proposals. After review by a selection committee, staff is recommending that the Council authorize a consultant contract with Dudek & Associates for the preparation of an update to the Sewer and Water Master Plans.
ENVIRONMENTAL REVIEW:
The Planning Director has determined that the update to both the Sewer and Water Master Plans will require the adoption of the Program Environmental Impact Report. This determination is due to the requirement of fully identifying the potential environmental impacts of future sewer and water lines. The intent of the PEIR is to identify, evaluate, and estimate the potential mitigation measures for the recommended facilities. A task in the attached Professional Services Agreement is for the preparation of the PEIR. The PEIR will be considered by the City Council at time of adoption of the Master Plans.
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FISCAL IMPACT:
The 2001-2002 CIP appropriated $181,000 from Sewer Connection Fees for this project. Additional funding in the amount of $279,215 is necessary for the Water and Sewer Master Plan Update and to complete additional tasks to collect wrluable information for the Asset Management System.
Additional requirements for the Water and Sewer Master Plan Update include memorializing various water and sewer system planning changes that occurred between 1996 and 2001. The Water and Sewer Master Plan Update will provide a one source reference for information that is currently located in many different project and planning files.
The collection of additional sewer system information was added to the scope of work to complete the sewer system inventory for the Asset Management System. The consultant is required to perform a significant amount of research in order to complete a sewer model. This provided an opportunity to collect additional information required to complete an inventory of the sewer system for the Asset Management System. The consultant will provide the information in a GIS compatible database for the Asset Management System.
The total cost to complete the required tasks is $460,215. The estimated project costs are summarized below:
Based on the estimated costs to complete the project, additional funds are necessary. Staff is recommending that the bllowing funds be transferred in the account for Project No. 3870:
EXHIBITS:
1. Resolution No. am/ H 3 7 r authorizing the execution of a professional services agreement with Dudek & Associates for the update of the Carlsbad Sewer Master Plan, and the appropriation of Sewer Connection and Sewer Replacement funds for Project No. 3870.
2. Carlsbad Municipal Water District Board of Directors: Adopt Resolution No. //zs- authorizing the execution of a professional services agreement with Dudek & Associates for the update of the Carlsbad Water Master Plan, and the appropriation of Water Connection and Water Replacement funds for Project No. 3870.
3. Professional Services Agreement with Dudek & Associates for engineering services to update the Carlsbad Sewer and Water Master Plans, Project No. 3870.
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RESOLUTION NO. 2oo1-378
A RESOLtJTtCN OF THE CITY CCUNCtL OF THE CITY OF
CARLSBAD, CALIFORNIA, AUTHORIZING THE EXECUTION OF A PROFESSIONAL SERVICES AGREEMENT WITH DUDEK & ASSOCIATES FOR THE UPDATE OF THE CARLSBAD SEWER MASTER PLAN AND THE APPROPRIATION OF SEWER
CONNECTION AND SEWER REPLACEMENT FUNDS FOR
PROJECT NO. 3870.
WHEREAS, the City Council of the City of Carlsbad, California, has determined it
necessary and in the public interest to enter into agreement between Dudek & Associates for the
Jpdate of the Carlsbad Sewer Master Plan, Project No. 3870; and
WHEREAS, the Department of Public Works requested multiple proposals from interested
irms for the preparation of the update to the Sewer Master Plan; and
WHEREAS, Dudek & Associates was selected as the most qualified consultant
o complete additional tasks associated with the update to the Sewer Master Plan; and
WHEREAS, the City Council appropriated $181,000 for the update to the Sewer Master
‘Ian as part of the adoption of the 2001-02 Capital Improvement Program; and
WHEREAS, an additional $123,490 is needed to complete the Sewer Master Plan,
Irepare a Program Environmental Impact Report (PEIR) and to complete an inventory of the
rewer system for the City’s Asset Management System.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad,
zalifornia, as follows:
1. That the above recitations are true and correct.
2. That the proposal by Dudek & Associates in the amount of $281,787 for the update
o the Sewer Master Plan is accepted and approved.
3. That the Mayor of the City of Carlsbad is authorized and directed to execute the
agreement between Dudek & Associates and the City of Carlsbad for the update to the Sewer
rllaster Plan.
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1 4. That the Finance Director is authorized to appropriate the following sewer funds to
2 Project No. ‘3870:
Sewer Replacement Fund $98,792
Sewer Connection Fund $24,698 TOTAL ‘,’ ‘, : 5-,:j: I’, :_ : , $123,490.
5 II PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsbad City Council
6 held on the 18th day of DECEMBER , 2001 by the following vote, to
wit: 7
AYES: Council Members Lewis, Kulchin, Finnila, Nygaard, Hall 8
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12 ATTEST
15 KAREN R. KLJNDTZ, As&tant City Clerk
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II Page 2 of Resolution No. 2001-378
(SEAL)
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RESOLUTION NO. 1135
A RESOLUTION OF THE BOARD’ OF DIRECTORS OF CARLSBAD MUNICIPAL WATER DISTRICT (CMWD), AUTHORIZING THE EXECUTION OF A PROFESSIONAL SERVICES AGREEMENT WITH DUDEK & ASSOCIATES FOR THE UPDATE OF THE CARLSBAD WATER MASTER PLAN AND THE APPROPRIATION OF WATER CONNECTION AND WATER REPLACEMENT FUNDS FOR PROJECT NO. 3870.
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WHEREAS, the Board of Directors of the Carlsbad Municipal Water District (CMWD) of
the City of Carlsbad, California, has determined it necessary and in the public interest to enter into
8 agreement between Dudek & Associates for the update of the Carlsbad Water Master Plan,
9 Project No. 3870; and
10 WHEREAS, the Department of Public Works requested multiple proposals from interested
, , firms for the preparation of the update to the Water Master Plan; and
12 WHEREAS, Dudek & Associates was selected as the most qualified consultant
13 to complete additional tasks associated with the update to the Water Master Plan; and
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WHEREAS, an additional $155,725 is needed to complete the Water Master Plan and
prepare a program Environmental Impact Report.
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NOW, THEREFORE, BE IT RESOLVED by the Board of Directors of the Carlsbad
Municipal Water District of the City of Carlsbad, California, as follows:
17 1. That the above recitations are true and correct.
18 2. That the proposal by Dudek & Associates in the amount of $125,428 for the update
19 to the Water Master Plan is accepted and approved.
20 3. That the President of the Carlsbad Municipal Water District of the City of Carlsbad
21 is authorized and directed to execute the agreement between Dudek & Associates and the City of
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Carlsbad for the update to the Water Master Plan.
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4. That the Finance Director is authorized to appropriate the following water funds to
Project No. 3870:
Water Replacement Fund $124,580 Water Connection Fund $31,14.5 ’ J.()TAb~ ,_i>’ ,i,y,.l,5 _I ::. ,,f‘ ,. $155,725
PASSED, APPROVED AND ADOPTED at a special meeting of the Board of Directors of
the Carlsbad Municipal Water District held on the 18th day of . DECEMBER I
2001 by the following vote, to wit:
AYES: Board Members Lewis, Kulchin, Nygaard, Finnila, Hall
NOES: None
l4 ATTEST:
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2 of CMWD Resolution No. 1135.
(SEAL)
AGREEMENT FOR ENGINEERING SERVICES TO UPDATE
THE CARLSBAD SEWER AND WATER MASTER PLANS
DUDEK & ASSOCIATES, INC.
PROJECT NO. 3870
THIS AGREEMENT is made and entered into as of the 24th day of
DECEMBER 200~, by and between the CITY OF CARLSBAD, a municipal
corporation, (“City”), CARLSBAD MUNICIPAL W’ATER DISTRICT, a public agency
organized under the Municipal Water Act of 1911, and a Subsidiary District of the City of
Carlsbad (“District”), and DUDEK & ASSOCIATES, INC., a corporation, (“Contractor”).
RECITALS
A. City/District requires the professional services of a engineering firm that
is experienced in sewer and water facility master planning and modeling, .
and environmental review compliance.
B. Contractor has the necessary experience in providing professional
services and advice related to sewer and water facility master planning.
C. Selection of Contractor is expected to achieve the desired results in an
expedited fashion.
D. Contractor has submitted a proposal to City/District and has affirmed its
willingness and ability to perform such work.
NOW, THEREFORE, in consideration of these recitals and the mutual covenants
contained herein, City/District and Contractor agree as follows:
1. SCOPE OF WORK
City/District 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 two (2) years from the date
first above written. The City Manager/Executive Manager may amend the Agreement to
extend it for one (1) additional year period or parts thereof. Extensions will be based
upon a satisfactory review of Contractor’s performance, City/District needs, and
appropriation of funds by the City and District. The parties will prepare a written
amendment indicating the effective date and length of the extended Agreement.
4. TIME IS OF THE ESSENCE
Time is of the essence for each and every provision of this Agreement.
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5. COMPENSATION
The total fee payabte for the Services to be performed during the initial Agreement term
will be four hundred seven thousand two hundred fifteen dollars ($407,215). No other
compensation for the, Services will be allowed except for items covered by subsequent
amendments to this Agreement. The City/District reserves the right to withhold a ten
percent (10%) retention until City/District 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 Contractors own way as an independent
contractor and in pursuit of Contractor’s independent calling, and not as an employee of
City/District. Contractor will be under control of City/District only as to the result to be
accomplished, but will consult with City/District as necessary. The persons used by
Contractor to provide services under this Agreement will not be considered employees
of City/District for any purposes.
The payment made to Contractor pursuant to the Agreement will be the full and
complete compensation to which Contractor is entitled. City/District will not make any
federal or state tax withholdings on behalf of Contractor or its agents, employees or
subcontractors. City/District 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 City/District within thirty (30) days for
any tax, retirement contribution, social security, overtime payment, unemployment
payment or workers’ compensation payment which City/District may be required to
make on behalf of Contractor or any agent, employee, or subcontractor of Contractor for
work done under this Agreement. At the City’s/District’s election, City/District 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 City/District. If Contractor subcontracts any of the Services, Contractor will be fully
responsible to City/District for the acts and omissions of Contractors 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 City/District. 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
City/District.
8. OTHER CONTRACTORS
The City/District reserves the right to employ other Contractors in connection with the
Services.
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9. INDEMNIFICATION
Except as to the sole negligence or willful misconduct of City/District, Contractor will
defend, indemnify and hold City/District, its 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 City/District may have benefited from their services.
The parties expressly agree that any payment, attorney’s fee, costs or expense
City/District incurs or makes to or on behalf of an injured employee under the
City’s/District’s 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.
10. 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 Coverases and Limits.
Contractor will maintain the types of coverages and minimum limits indicated below,
unless City Attorney or City Manager/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. City/District, 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 Liabilitv Insurance. $1 ,OOO,OOO 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.
10.1.2 Automobile Liabilitv (if the use of an automobile is involved for
Contractor‘s work for City/District). $1 ,OOO,OOO combined single-limit per accident for
bodily injury and property damage.
10.1.3 Workers’ Compensation and Emplover’s Liabilitv. Workers’
Compensation limits as required by the California Labor Code and Employer’s Liability
limits of $1 ,OOO,OOO per accident for bodily injury. Workers’ Compensation and
Employer’s Liability insurance will not be required if Contractor has no employees and
provides, to City’s/District’s satisfaction, a declaration stating this.
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10.1.4 . Professional Liabilitv. Errors and omissions liability appropriate to
Contractor’s profession with limits of not less than $1 ,OOO,OOO 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
Liability.
The City/District will be named as an additional insured on General
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 City/District sent by certified mail pursuant to the Notice provisions of this Agreement.
10.3 Providinq Certificates of Insurance and Endorsements. Prior to CityWDistrict’s
execution of this Agreement, Contractor will furnish certificates of insurance and
endorsements to City/District.
10.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these
insurance coverages, then City/District 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 City/District to obtain or maintain insurance and City/District
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. City/District reserves the right to require, at
anytime, complete and certified copies of any or all required insurance policies and
endorsements.
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 City/District 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.
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13. OWNERSHIP OF DOCUMENTS
All work product produced by Contractor or its agents, employees, and subcontractors
pursuant to this Agreement is the property of City/District. 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 City/District.
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
City/District and Contractor relinquishes all claims to the copyrights in favor of
City/District.
15. NOTICES
The name of the persons who are authorized to give written notices or to receive written
notice on behalf of City/District and on behalf of Contractor under this Agreement.
For Citv/District:
Title: Deputv Citv Enqineer
Department: Public Works
City of Carlsbad
Address: 1635 Faradav Avenue
Carlsbad CA 92008
Phone No. (760)602-2739
For Contractor:
Name Michael Metts
Title .Director. Enqineerino Services
Address 605 Third Street
Encinitas. CA 92024
Phone No. (l-800) 450-I 818
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.
16. CONFLICT OF INTEREST
City/District will evaluate Contractor’s duties pursuant to this Agreement to determine
whether disclosure under the Political Reform Act and City’s/District’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
Contractor’s affected employees, agents, or subcontractors will complete and file with
the City Clerk those schedules specified by City/District and contained in the 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 City/District an affidavit disclosing this interest.
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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
of 1986 and will comply with those requirements, including, but not limited to, verifying
the eligibility for employment of all agents, employees, subcontractors and consultants
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 City/District
will reduce such questions, and their respective views, to writing. A copy of such
documented dispute will be fonnrarded 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 (10) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the City Manager/Executive Manager. The City Manager/Executive Manager will consider
the facts and solutions recommended by each party and may then opt to direct a
solution to the problem. In such cases, the action of the City Manager/Executive
Manager will be binding upon the parties involved, although nothing in this procedure will prohibit the parties from seeking remedies available to them at law.
20. TERMINATION
In the event of the Contractor’s failure to prosecute, deliver, or perform the Services,
City/District may terminate this Agreement for nonperformance by notifying Contractor
by certified mail of the termination. If City/District decides to abandon or indefinitely
postpone the work or services contemplated by this Agreement, City/District 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 City/District and all work in progress to City/District address contained in this
Agreement. City/District will make a determination of fact based upon the work product
delivered to City/District and of the percentage of work that Contractor has performed
which is usable and of worth to City/District in having the Agreement completed. Based upon that finding City/District 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 City/District, Contractor will assemble the work product and put it in order for proper filing and closing and deliver it
to City/District. 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.
City/District will make the final determination as to the portions of tasks completed and the compensation to be made.
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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 solicitor 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,
or any other consideration contingent upon, or resulting from, the award or making of
this Agreement. For breach or violation of this warranty, City/District will have the right
to 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 City/District 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 City/District, 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 City/District 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 City/District
to terminate this Agreement.
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
City/District and Contractor and th& respective succe<sors. 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 City/District, 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
DUDEK &ASSOCIATES, INC., a corporation
*ByI
/’ ,,.T -(‘@lgh here) /.z-+-/
.0 f fi../iifi ,& * ,I, I?, F;-jfi4iL /- jb.)&?; i nF,a-/i , . . ,..*. . (prtnt name/ale)
KAREN R. KUNDTZ, Assistant City Clerk
If required by City, 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. **Group B. Chairman, Secretary,
President, or Assistant Secretary, Vice-President 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, City Attorney/General Counsel
By: ,1: !\ ,‘ Deputy City Attorne>Deputy General Counsel
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State of C&i W tZr\l I A
County of %{I? \?I&- Y
On ‘@i $+E&[:L before me, Hen\- ~e;?r 14 ‘6,&%ir?I<
personally appeared
INAMEISI OF SIGNERIS))
~Dmei L. 41 /qc;
personally known to me -OR- Cl ii roved to me on the asis of satisfactory evidence to be the persopfl whqse nam s
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EXHIBIT A
SCOPE OF WORK FOR ENGINEERING CONSULTING SERVICES
CITY OF CARLSBAD
WATER AND SEWER MASTER PLAN UPDATES
OCTOBER 31,200l
The professional services identified to complete updates to the Carlsbad Municipal Water
District (0) Water Master Plan and the City of Carlsbad Sewer Master Plan for the City of
Carlsbad (City) are provided in Section I. City furnished services required to complete the
Project are included in Section II.
I. SCOPE OF SERVICES
Based on our current understanding of the Project, Dudek & Associates, Inc. (Dudek) will provide
the following engineering services for completion of the master plan updates.
A. WATER MASTER PLAN UPDATE
1. REVIEW OF REFERENCE MATERIALS. Previous water and reclaimed water system
planning documents will be reviewed for pertinent water system data, to obtain past
modeling methodology, and to review past demand projections.
2. CMWD WATER SYSTEM CHARACTERISTICS. Water system facilities and
characteristics will be concisely documented in text, tables and figures, as well as
available GIS techniques. The existing water system will be defined in terms of the
following:
0 Pressure Zone Service Areas - A color figure will be prepared to illustrate pressure
zone boundaries. The existing water system will be shown on a parcel base map,
with parcels shaded according to the pressure at which water is supplied.
0 Pressure Zone Elevations - The range of elevations and resulting static pressures in
each pressure zone will be documented in a table and on the prepared maps.
a Backbone Pipelines - Backbone pipelines will be illustrated on a figure and color-
coded to identify the pipeline diameter. Wall maps will be prepared for District
use.
0 Pressure Control Valves - Pressure reducing valves together with existing pressure
settings will be documented in a table. The table format used in the previous
Master Plan will be expanded to indicate valves with seasonal settings and include
1
upstream pressure sustaining settings ‘for combination reducing/sustaining valves.
Valves that are typically closed and open only in response to emergency conditions
will also be noted.
l Pump Stations - Major features of the emergency pump stations will be
documented in a table. Evaluation of the existing condition of each pump station
will be provided based on discussions with’city and Operations staff.
l Reservoirs - The physical dimensions of each reservoir together with inlet/outlet
piping and valve sizes will be included in a table. Information on additional flow
control features, such as altitude valves or upstream sustaining settings on the inlet
line, will be included in the table. General overall condition assessments will be
prepared for each reservoir based on discussions with City and Operations staff. .
l Water Supply Connections - The size and capacity of each turnout connection on
the tri-agency pipeline and SDCWA aqueduct turnout will be documented along
with existing operational preferences and restrictions, such as the allowed number
of flow changes per day. Emergency connections to adjacent water districts will
also be included.
3. DESIGN AND PLANNING CRITERIA. Design and planning criteria will be developed
for demand estimates, system analysis and water quality parameters. Specific criteria
will include the following:
0 Unit Water Demands - Unit demands based on existing customer water use will be
used to distribute demand throughout the existing water system model and to
project future demands. The City’s APN database will be utilized to generate new
unit demands together with water supply meter data and water billing records. A
unit demand for industrial land use areas will be calculated based on a flow analysis
of selected sample areas. The industrial water demand will be calculated in terms
of flow per building area (sq.fi.) or flow per net developed acre. Unit demands for
commercial areas will be determined in a similar manner. For agricultural areas,
unit demands developed in the reclaimed water studies will be used. Developed
water demands will be verified using available water billing information.
l Reclaimed Water Demands - Existing and future non-domestic water areas have
been identified in previous reclaimed water studies and master plans. Non-
domestic demands currently supplied from the reclaimed water system will be
removed from the existing potable water model. Reclaimed water demands planned
to be supplied at build-out of the Phase I reclaimed water system will likewise not
be included in the ultimate water system model. Due to the uncertainty of
construction of the Phase II reclaimed water system, Phase II reclaimed demands
will remain in the ultimate potable water system model. However, these demands
will be included in the model in such a manner as to facilitate their removal in the
event that the Phase II system is constructed. Dudek will conduct additional model
analysis to provide the district with an indication of the impact of removing the
2
Phase II demands from the ultimate water system, thereby providing the District
with information regarding the potential fisca1 benefits to its water distribution
system.
l Peaking Factors - Average annual water usage will be determined for the entire
distribution system based on water purchases. Seasonal water demand variations
will be illustrated in a chart. Water demand peaking factors based on the maximum
day and minimum month supply will also be determined from water purchase
records. It is not possible to determine the peak hour system demand based on
water purchase records alone, since storage reservoirs collectively contribute a
significant amount of flow during peak demand periods. To estimate the peak hour
demand, peak water purchases will be reviewed together with reservoir charts.
Water level changes over a 1 to 2 hour period will be converted to a flow rate based
on the tank diameter and then added to the water purchase amount.
0 Historical Peak Demands - Average and peak demands for the past ten-year period
will be illustrated in a chart to reveal water consumption trends.
0 Friction Factors - Friction factors in the form of the Hazen-Williams “C” will be
based on the pipeline material and the age of pipe, where that information is
available. Minor loss coefficients will also be added to all globe-type.valves in the
model.
0 Minimum Pressures - The minimum required pressure under peak demands and fire
flow scenarios will be established.
0 Existing and Future Water Services per Pressure Zone - The number of water
services and corresponding water demand will be shown in tables for both the
existing and ultimate water system. Also shown in the ultimate water services table
will be the percent increase in demand from existing to ultimate within each zone.
l Fire Flows - The required fire flow and duration for various land use types will be
included in a table. Dudek will consult with the local fire department for
establishment of current fire flow demands.
l Minimum Demand for Water Quality - A minimum month demand will be
determined from water purchase records for use in the water quality simulations.
a Acceptable Age-of-Water - Age of water considerations and the effect on water
quality will be discussed.
4. HzONET COMPUTER MODEL UPDATE AND ANALYSIS. The HzONET existing
and ultimate system models developed for the 1997 Water Mater Plan will be updated
and enhanced for this Master Plan Update. Dudek will provide the following services:
l Update System Models - Facilities constructed between October 2000 and July
2001 will be identified and included in the existing system model, based on
available record drawing information. The ultimate system model will be revised as
necessary.
l Update Demands - Additional demands served from the newly constructed
pipelines will be added to the existing system model along with the required fire
flow. Water demands in the model that are now supplied from the reclaimed water
system will be removed and an additional demand may be included to account for
the supplemental potable water supplied to the reclaimed water system at the “D”
tanks. Ultimate water system demands will be updated based on planning
information contained in the City’s APN database.
l Develop Diurnal Demand Curves - A 24-hour diurnal peaking factor curve will be
developed to simulate a maximum demand day, incorporating the peak hour flow
determined in Task 3. A second curve will be developed to simulate a 24-hour
period with minimum month demands for the water quality analysis.
l Perform Hydraulic Computer Simulations - Hydraulic simulations will be
performed with maximum day demands to evaluate existing system performance
and identify areas that do not meet District criteria. A separate global fire flow
analysis will determine available fire flows and pressures. Existing system
improvements will be identified based on both scenarios and added to the ultimate
system model. Maximum day and fire flow simulations will then be performed
with the revised ultimate system model to identify any additional required
improvements
l Perform Age-of-Water Simulations - Age-of-water simulations will be performed
with both the existing and ultimate system models to identify any general areas of
reduced circulation and significant lengths of dead-end or non-circulating pipeline.
. Recommendations will be made for revised operational settings (PRV settings,
supply locations, reservoir water levels, etc) to improve water circulation during
low demand periods. The age of water in all reservoirs at the end of the simulation
will be documented in a table and the age of water in pipelines will be illustrated in
a color figure.
5. RECOMMENDED FACILITY AND OPERATIONAL IMPROVEMENTS. Current
plans for District water facilities will be reviewed and revised based on the system
improvements identified in Task 4.
l New projects will be added to the District’s ongoing CIP or existing projects will be
modified as necessary to develop an updated water system CIP. A color map of the
proposed CIP will be provided illustrating the phasing of proposed improvements.
l Updated CIP project cost estimates will be developed. Updated unit costs will be
used to compute capital, operation, and maintenance costs for the recommended
system improvements.
l Recommended operational procedures to reduce water residence time in the
distribution system and reservoirs will be summarized.
6. EXPORT PIPELINE MODEL DATA. Data in the updated existing water system model
will be exported and translated into a compatible format that can be accessed by
HANSEN, the City’s computer pipeline maintenance program. Pipeline data will consist
of node to and from IDS, X and Y coordinates (may only approximate the pipeline
location within the roadway), the pressure zone, the pipeline diameter, pipeline material,
and the installation date. Node data will consist of X, Y and Z coordinates and the
pressure zone. Nodes are generally located at pipeline intersections, changes in pipeline
diameters, the ends of dead-end pipelines or at intermediate locations to input water
demands. Dudek will meet with City GIS and maintenance staff to determine the
structure and format of the database file.
7. REPORT PREPARATION.
l Prepare five copies of a draft report for review and comment by the City. In
addition to the tables and figures already identified in previous tasks, the report will
include:
- Exhibit illustrating the major facilities and characteristics
- Tables summarizing the design, planning and analysis criteria
- Table and graph of historical and projected ultimate system demand
- Hydraulic schematic of the water system
- Summary of computer model analysis
- Exhibit illustrating recommended projects and accompanying table
l Prepare final report based upon City comments and submit five (5) copies and a
digital copy of the report in PDF format.
l Submit computer models and output results on a CD-ROM
8. MEETINGS. Prepare for and attend project meetings with the City which are anticipated
to include:
l One (1) Project Kick-off Meeting
l Two (2) meetings with City and operations staff to discuss criteria and system
operations
l One (1) meeting to discuss hydraulic and water quality analysis results
l One (1) meeting to discuss comments on the draft report
B. SEWER MASTER PLAN
1. REVIEW OF REFERENCE MATERIALS. Previous wastewater planning documents
and flow monitoring studies will be reviewed for pertinent sewer system data, to obtain
past modeling methodology, and to review past flow projections.
2. CITY WASTEWATER SYSTEM CHAR4CTERISTICS. Wastewater system facilities
and characteristics will be concisely documented with text, tables, figures, and maps.
The existing sewer collection system will be defined in terms of the following:
l Wastewater Service Boundary - The sphere of influence for the City of Carlsbad
wastewater system will be clearly illustrated on a map, together with adjacent sewer
service areas.
l Wastewater Collection Basins and Planning Areas - Wastewater flows to the
existing system were previously modeled based on sewer benefit areas
corresponding to 25 growth management zones (GMZs). A map will be prepared to
illustrate the sewer basins and individual GMZs and subzone boundaries. The
GM2 digital file will be intersected with the APN database using GIS analysis
techniques to develop an updated table of EDU’s per GMZ..
l Capacity Agreements with Other Agencies - A table will be prepared listing the
contractual capacity of sewage transportation agreements with the City of Vista,
Buena Sanitation District, and Vallecitos Water District in each of the interceptor
sewers. Maps will be prepared outlining the location of these connections.
l Backbone Interceptors and Forcesmains - The location and size of existing
backbone interceptors and forcemains will be illustrated on a City of Carlsbad
parcel map. Manhole coordinates will be obtained from the City of Carlsbad GIS.
l Lift Station Facilities - A table will be prepared summarizing the major features of
each of the 15 wastewater lift stations. Included in the table will be the
construction date, number and size of duty and standby pumps, pump
characteristics, maximum rated pumping capacity, wet-well capacity, dimensions,
and level controls, force main diameter, emergency power facilities, and emergency
containment structures.
l Encina WPCF Agreements and Capacities - A table will be prepared summarizing
the treatment capacity rights for the City of Carlsbad, City of Vista, Buena
Sanitation District, Vallecitos Water District, Leucadia Water District and Encinitas
Sanitary District.
6
3. DESIGN AND PLANNING CRITERIA. Design and planning criteria will be developed
for flow generation rates and the wastewater system analysis. Specific criteria will
include the following:
l Industrial Unit Flows - Unit flows for existing industrial land use areas will be
calculated using the APN database and pump station flow records or available flow
meter data. The flow data obtained from this method will be compared with water
meter data to verify the accuracy. Data from industrial water meter accounts will
also be analyzed assuming that a large percentage of the non-irrigation potable
water used is returned to the sewer system. Industrial unit flows will be calculated
in terms of flow per day per building area (sq.fi.) or flow per day per net developed
acre. The unit flows can then be converted to EDUs for use in the wastewater
modeling analysis.
l Existing Annual Wastewater Flows - The total armual flow generated within the
City of Carlsbad will be determined individually for each wastewater basin based
on Encina meter records. Flow calculations require that upstream flows from other
agency meters be subtracted from downstream meters to determine the flow
contribution from Carlsbad. A table will be prepared summarizing the average
annual flow generated within each wastewater basin.
l 24-hour Average Dry Weather Flow - A 24-hour flow curve is required for input
into the SewerCAD model. “Baseline” dry weather flow curves will be developed
from recent flow monitoring data collected as part of the 2001 Sewer Flow
Monitoring Study and from En&a flow meters. Flow data from Encina is recorded
at 15-minute intervals can be retrieved for specific meters going back several years.
It is anticipated that several curves will be generated for specific parts of the sewer
system. Each curve will be defined in terms of the peaking factor multiplied by the
average annual flow.
l Peak Wet Weather Flows - Conveyance pipelines and lift stations are sized based
on peak wet weather flows, and peak wet weather flows will be used in the sewer
system analysis. Rainfall records over the past several years will be reviewed to
select days with the highest rainfall totals. Encina flow data will then be requested
for these specific dates and the data reviewed to estimate the “instantaneous” peak
I/I rate to each interceptor sewer. The peak I/I rate or defect flow will then be
added to average dry weather flow to obtain the peak wet weather flow.
l Friction Factors - A Manning’s coefftcient of 0.013 will be used for the default
valve in the analysis of the wastewater system. A higher value may be used in older
pipelines that are known to be in deteriorated condition.
l Existing and Future EDU’s - Existing and future EDU’s will be determined for
each collection basin using the City’s APN database, which will be graphically
intersected with sewer basin boundary data. A table will be prepared summarizing
the existing and future EDU’s and percentage increase for each basin.
l Pipeline Replacement Criteria - Evaluate and determine criteria for the maximum
flow depth of various size existing pipelines. This “trigger” criteria determines
when a pipeline needs to be replaced, and may be different from the maximum flow
depth criteria used for design purposes.
4. OTHER AGENCY FLOWS AND FACILITIES. The City of Vista, Buena Sanitation
District, Vallecitos Water District, and Leucadia Water District discharge flow into City
of Carlsbad interceptors and/or own and operate wastewater facilities that are located
within the City of Carlsbad. Representatives from these neighboring agencies will be
contacted to obtain information on projected flows and facilities. The following specific
sub-tasks will be performed:
l Prepare for and attend up to two (2) meetings with City of Vista and Buena
Sanitation District staff to discuss existing and projected flows and alternative
discharge locations.
l Prepare for and attend one (1) meeting with the Vallecitos Water District to discuss
future and existing flow projections.
l Identify other agency wastewater facilities within the City of Carlsbad. Prepare a
figure to illustrate the location and size of these facilities together with discharge .
locations to the Carlsbad interceptors.
5. COMPUTER MODEL DEVELOPMENT AND ANALYSIS. An extended period
hydraulic analysis of the wastewater collection systems will be performed using the
model developed with SewerCAD software. The following sub-tasks will be required:
l Input Physical Data - A single model will be developed incorporating the four
existing wastewater interceptor systems. Manhole locations will be obtained from
the City’s wastewater system GIS and/or sewer map books, and a unique manhole
number will be assigned to every manhole in the interceptor system. The sewer
basin and sub-basin number, manhole invert elevations, the pipeline type (gravity or
pressure), pipeline slope (automatically calculated) and the length and diameter of
the interceptor pipelines will be input from sewer map book data or a review of
construction drawings.
l Resolve Datum Differences - A vertical datum difference will be checked and
resolved, where required, by using direct leveling methods to tie the two or more
vertical datum’s shown on the plans together. Once a direct level loop is completed
the differences can be determined and applied to the various plans. Selected
manhole inverts shown on plans will be tied into the direct level loop to confirm the
conversion. The datum shifts will be resolved with City or County control points
shown on record plans or within City or County control sheets.
8 -
l Flow Input and Distribution - The City’s APN database will be intersected with the
wastewater system GIS to allocate wastewater flow generation to the collection
system. This operation will be performed using available GIS analysis techniques.
The APN database records for the existing condition are not as complete as for the
build-out condition, especially for areas near downtown Carlsbad (Zone 1). The
database of existing residential and commercial development maintained by the
City’s finance department may used to refme the number of EDUs in this area and
other questionable areas. Flow rates for the City of Vista and Buena Sanitation
District into the interceptor sewers will be obtained from the recently completed
Vista Sewer Master Plan. Other agency flows that discharge to the Carlsbad
interceptors will be determined from a review of Encina meter records.
l Input Lift Station Data - Information for each wastewater lift station will be
included in the wastewater model. Model inputs at each pump station include the
individual pump curves, forcemain length and diameter, wet well dimensions, and
wet well control levels for each pump, as well as other available information.
l System Analysis - The wastewater collection system model of the existing system
will be analyzed with peak wet weather flows to identify gravity pipelines, lift
stations and forcemains that are at or near capacity. Model calibration will be
performed by comparing the wastewater flow rates predicted by the model to
measured flow rates at downstream meter locations. Pipeline reaches that have
reached or exceed capacity with existing flows will be shown on a figure. Facilities
will then be upsized and the wastewater model re-run with projected future flows
and the future South Aqua Hedionda Interceptor. Additional improvements based
on build-out flows will be identified and the ultimate wastewater system model
modified accordingly.
l Out-of-Basin Flow Analysis - There are several developments within the South
Aqua Hedionda Basin that currently discharge wastewater to other basins. Several
more developments are planned which have also made requests to sewer out-of-
basin. Existing excess capacity in adjacent sewer interceptors will be calculated
and compared with projected flows from planned development.
6. RECOMMENDED FACILITY IMPROVEMENTS. Review current plans for City of
Carlsbad sewer facilities and incorporate recommendations based on the analysis results
in Task 5.
l The current CIP will be revised to include new projects or modification of existing
projects. The CIP project schedule will be revised as necessary and a construction
date will be recommended for the South Aqua Hedionda Interceptor.
l CIP project cost estimates will be prepared for new or modified projects. All other
estimates will be reviewed and updated based on the current ENR.
l Current capacity agreement issues with other agencies will be identified.
9
l A short-term out-of-basin sewer plan for future development in the South Aqua
Hedionda Interceptor will be developed. This plan may include construction of
joint interim facilities for future planned developments.
l The financing of future facilities with be evaluated based on the GMZ. Facility
improvements benetiting more that one GMZ will be financed based on the
proportion of flow conveyed.
7. REPORT PREPARATION
l Prepare five (5) copies of a draft report for review and comment by the City. In
addition to the tables and figures already identified in previous tasks, the report will
include:
- Tables summarizing the criteria used for analysis
- Table and graph of historical and projected flows
- Description of computer model analysis and documentation of assumptions
- Exhibit illustrating recommended projects and accompanying table listing. The
numbering system for pipeline reaches used in the previous Master Plan Update
and referenced in the current CIP will be maintained as close as possible.
l Prepare final report based upon City comments and submit five (5) copies and a
digital copy of the report in PDF format.
l Submit computer models and output results on a CD-ROM and provide the City
with GIS data layers of the wastewater system. The layers will be in shapefile
format and will include sewer pipelines and manholes together with attribute
information. A unique identifier will be provided for each entry. The wastewater
system layers will be compatible with the City’s existing GIS system.
8. MEETINGS. Prepare for and attend project meetings with the City which are anticipated
to include:
l One (1) Project Kick-off Meeting
l Two (2) meetings with City and public works staff to discuss criteria and system
operations
l One (1) meeting to discuss analysis results
10
l One (1) meeting to discuss comments on the draft report
9. WASTEWATER SYSTEM EXISTING CONDITION ASSESSMENT.
l Wastewater Lift Station Assessment - Site visits will be conducted with City of
Carlsbad O&M staff to document the condition and operation of each of the City’s
lift stations. A written summary of existing conditions will be prepared and
illustrative photos will be included in a report Appendix. Operational problems or
potential problems will be documented based on input from O&M staff and field
observations.
l Pipeline/manhole Condition Assessment -The existing condition of major
interceptor sewers will be briefly summarized based on information obtained from
operations staff and previous sewer video inspections or topside manhole
inspections.
10. EXPORT MODEL DATA TO SEWER SYSTEM GIS. A sewer system GIS for the
entire sewer system will be prepared based on information obtained from construction
drawings. A hydraulic model of the sewer interceptor system will then be created from
the sewer system GIS. The following information will be obtained for the existing
collection system: unique manhole identifier, manhole type, diameter, depth, invert
elevation and location, pipeline type, length, joint length, diameter, slope, material and
surface cover, the year of construction, street name, and construction drawing number(s).
Comment fields will also be included. A meeting will be held with City staff to review
the proposed content and format of the GIS. Upon completion, the sewer GIS will be
provided to the City as an attributed shape file. A data element dictionary will be
provided.
C. REPORT PRESENTATION AND STAFF TRAINING
1. PREPARE AND PRESENT BRIEFINGS. An overview of the Master Plan Updates will
be presented to City staff, including members of the Public Works Department, Planning
Department and Finance Department. An outline of the presentation will be prepared and
submitted for approval prior to conducting the presentation
2. STAFF TRAINING. Dudek staff will install and test the water and wastewater system
models on the City’s computer system. The testing will be in-depth to assure the results
are identical to those produced on our computers during the master planning process.
Dudek will then provide training for City staff on both the water and wastewater models.
It is assumed that up to two employees will receive the training at the same time. The
training is not proposed to be conducted within the project completion time frame, but
will be completed within two months following acceptance. Dudek will also provide
technical support as needed by the City following implementation of the models on City
equipment.
11
D. PROGRAM ENVIRONMENTAL IMPACTREPORT
1. INITIAL PROJECT SCOPING. This task will begin upon substantial completion of a
draft Water and Sewer Master Plan Update by Dudek & Associates’ Engineering
Division. We will prepare and distribute a Notice of Preparation (NOP) for the project. A
preliminary project description, description of alternatives, and list of responsible
agencies will be prepared as part of this task.
During this task, initial studies will be prepared for both Master Plans using the most
current CEQA Initial Study format. The Initial Studies will include project descriptions,
descriptions of project alternatives, and completed Initial Study checklists with annotated
responses to questions on the Initial Study form. The Initial Studies will form the basis .
of the Notice of Preparation (NOP) for the PEIR.
2. ENVIRONMENTAL DOCUMENTATION. Based on our understanding of the project
and experience with similar projects, the Draft PEIR are anticipated to include the
following elements:
EXECUTIVE SUMMARY
I.
II.
III.
Iv.
V.
VI.
VII.
VIII.
Ix.
X.
XI.
Introduction
Environmental Setting
Project Description
Environmental Analysis
A. Land Use, Population and Housing
B. Traffic Circulation and Public Safety
C. Biology Resources
D. Hydrology/Water Quality
E. Landform AlterationNisual Quality
F. Cultural Resources
G. Air Quality
H. Geology/Soils & Paleontology
I. Noise
J. Sewer and Water Facilities and Services
Growth Inducement
Cumulative Impacts
Summary of Environmental Consequences
(includes Effects Found Not to be Significant)
Alternatives
References
Individuals and Organizations Consulted
Certification
12
The above outline may be modified based on the Initial Study, comments received on the
NOP, Project Description, and comments from the City. Copies of the Screencheck PEIR
for review by the City will be provided, and will respond to all comments from the City.
Dudek will submit copies of the revised screencheck Draft PEIR and draft Mitigation and
Monitoring Programs for review by staff. Upon authorization by the City, Dudek will
produce and deliver to the City 50 copies of the Draft PEIR.
Our approach to the specific elements of the environmental analysis to be performed for
the PEIR is discussed below.
l Land Use, Population and Housing - This section will describe the existing and
planned land uses in the identified study areas as well as landuse plans and policies
affecting growth and development. The PEIR will discuss how the proposed long-
term facilities and systems relate to the future land uses planned within the City’s
boundaries. It is assumed that Dudek’s Engineering Division will provide land use
and population projections used in the master planning process. The PEIR will
describe this process and provide information about how the projects fit into the
long range planning process for the study area. The PEIR will also discuss any land
use incompatibilities that may result from siting of future facilities, related to such.
issues as noise, odors, aesthetics, construction, etc.
l Traffic Circulation and Public Safety - The PEIR will provide an overview of the
existing circulation system in relation to existing and planned water and sewer
facilities. The PEIR will discuss any anticipated safety issues related to hazardous
materials (fuel, chlorine, etc.) and will describe the impacts on traffic circulation
related to construction activities and operations. Potential impacts include
disruption of traffic from lane closures, detours, increased truck and other
construction-related traffic, disruption of access to local business and residences,
and impacts to evacuation or emergency response routes. Measures to ensure safety
and minimize traffic impacts, such as adherence to the Caltrans Traffic Control
Manual and development of project-specific traffic control plans, will be
recommended if appropriate.
l Biological Resources - Dudek’s biologists will evaluate the effects of proposed
projects on sensitive biological resources, and will evaluate the proposed master
plans in the context of the Carlsbad HCP and any other long-range resource plans.
The PEIR will list potential impacts for future projects, recommend mitigation
measures, and discuss future environmental review, technical surveys, permitting,
and design requirements.
l Hydrology/Water Quality - This section will describe existing hydrological
conditions for the drainage basins within the study area, and will focus on any
potential impact areas identified as part of future projects. Potential impacts related
13 -
to drainage modifications, groundwater impacts, runoff, etc. will be discussed and
mitigation measures will be recommended. The analysis wiI1 aIso Iook at potential
impacts related to construction activities located near sensitive downstream areas.
l Landform Alteration/Visual Quality - The analysis for this issue area will include
an overall description of the study area and noteworthy viewshed areas. Existing
viewshed policies will be discussed. The PEIR will describe the potential impacts
of future projects, including general impacts of various facilities, and where known,
specific impacts expected from specific projects. Of the CIP projects that are
expected to be included in the master plans, most of the below ground projects
would likely have, at most, only temporary impacts. Above ground structures such
as pump stations, reclamation plants, water tanks, reservoirs, etc. would have the
greatest potential impacts. Factors to be considered in the design of future facilities
include location, color, vegetative screening, alternatives such as undergrounding of
reservoirs, etc.
l Cultural Resources - The Project Team will conduct a program level analysis of
cultural resources for the City’s Water, and Sewer Master Plans in accordance with
CEQA. This analysis will consist of a compilation and review of existing data for
all master plan facilities, limited field reconnaissance, and preparation of a technical
report describing study results and recommendations. Record searches will be
obtained from the County of San Diego Museum of Man and San Diego State to
assess the presence or absence of known prehistoric and historic sites within the
proposed project, and technical reports from previous cultural resource
investigations will be reviewed and synthesized. The technical report will consist of
the resource data base compilation; discussion of known and potential areas of
cultural resource sensitivity, and recommendations for future compliance studies as
components of the master plan are subjected to project level environmental review.
l Air Quality - The PEIR will establish existing meteorological conditions in terms of
likely odor transport pathways and document existing baseline air quality based on
APCD monitoring data. The PEIR will establish the regulatory framework under
which air quality impacts are typically evaluated. Impacts to be discussed include
short-term impacts from construction (dust, construction vehicle emissions) and
long-term impacts from operations (operations vehicle emissions, energy emissions,
and odors). The PEIR will discuss the potential impacts to nearby sensitive
receptors (if any) and recommend mitigation measures where appropriate.
l Geology/Soils & Paleontology - The analysis for this issue area will include a
description of geologic, soils, and paleontological resources for the master plan
areas. Dudek will provide a map of potential geologic constraints and provide a
discussion in the PEIR of potential impacts associated with future water and sewer
projects recommended in the master plans. The PEIR will also discuss potential
construction related constraints such as existence of geologic structures requiring
extensive blasting or other constraining type of construction activity. The PEIR
will address potential seismic hazards, slope/soil failure and other geologic-related
14
issues, and will include the appropriate type of study required for future
development. The PEIR wilf also identify paIeontoIogicaIly sensitive areas and
provide recommendations for mitigation of future projects, that may include use .of
a paleontological monitor.
l Noise - The noise analysis will include a description of existing sources of noise in
the study area and description of noise standards and typical noise levels generated
by various activities. These activities include construction noise, pump stations,
and other type of operations. The PEIR would discuss potential noise impacts for
future projects and identify any known potential conflicts between proposed
projects and nearby receptors. The PEIR would include guidelines for future
evaluation of impacts, including design recommendations and construction
mitigation measures.
l Sewer and Water Facilities and Services - The PEIR will provide a background
discussion of existing water and sewer facilities and relate the new proposed sewer
and water master plans to the existing and future situations. The PER will describe
future water supplies and the relationship of the project to these supplies and
anticipated demand in the region. The explanation of the need for the proposed
master plans in relation to the expected demand will help form the basis of the
justification for the projects and help compare them to the various alternatives that
will be discussed. Water conservation and its relationship to the master plans will
also be included.
l Growth Inducement - Growth Inducement is generally a significant issue to be
addressed in environmental documentation for master facility plans. The PElR will
discuss the ways in which the proposed master plans will accommodate planned
growth already anticipated in adopted local and regional plans and policies, and will
discuss any excess capacity incorporated in the recommended system improvements
that could induce unplanned growth, whether by intensifying land uses within
existing developed areas or encouraging growth in currently undeveloped areas.
Growth projections developed by the master plan engineer, as well as those
developed by City and County will form the basis for the analysis.
l Cumulative Impacts - The PEIR will provide a discussion of all the known future
projects and planned development and describe the relationship of the proposed
master plans to these projects. The PEIR will describe how the impacts from the
future implementation of the master plans relate to overall cumulative impacts in
the City. Included will be discussions on impacts to sensitive habitats, potential
loss of cultural resources, impacts to water and sewer service, incremental
contribution to regional air quality conditions, cumulative effects on population,
housing, and land use, and incremental contributions to water quality impacts to
sensitive downstream and ocean habitats.
l Alternatives - The PEIR will ‘describe and analyze the No Project/No Action
Alternative and up to two other alternatives that would lessen or reduce significant
15
impacts identified in the PElR analysis. The evaluation of each alternative in the
PEIR wiI1 consider its abihty to achieve project objectives, technical and economic
feasibility, compatibility with public concerns, and ability to reduce identified
significant impacts.
l No Project Alternative - Under this alternative, the proposed master plans would not
be adopted by the City. The PEIR would discuss the implications of not adopting
the proposed master plans, including the negative effects of not providing long term
planning for future facilities.
0 Alternatives Developed Through the Master Planning Process - The Master Plan
will include development of various alternatives as part of the planning process of
defining and justifying the proposed master plan project. Dudek will provide an
analysis of alternatives if the alternative would respond to significant impacts
identified in the PEIR or if there is a possibility the City would consider adoption of
one or more of the alternatives.
3. PUBLIC REVIEW. During this Task, Dudek will distribute the Draft PEIR and begin
the 45 day public review period. At the completion of the public review period, Dudek
will respond to all comments received on the draft PEIR and will provide the City with 5
copies of the screencheck responses to comments. After City comments are provided,
Dudek will provide final screencheck copies of the Final PEIR, Responses to Comments
and Findings to the City. Once the City authorizes production of the Final PEIR, Dudek
will provide 60 copies of the Final PEIR.
4. FINAL PEIR CERTIFICATION. During this phase, Dudek will distribute the Final
PEIR and prepare Candidate SEQUA Findings of Fact for review by the City.
II. CITY FURNISHED SERVICES
It is assumed that the City will provide the following:
A. Assign one person to serve as the project manager who has authority to represent the
Client and will serve as the point of interface for all project issues and communications.
B. Copies of all relevant reports, studies, drawings, correspondence, and other relevant
project information or data.
C. A digital copy of the City’s APN database, APN parcel map, land use coverage within
the City boundary, and sewer sub-basin boundaries. The APN database contains
existing and projected residential population data, and the net developed area and
building area for commercial/industrial areas.
16
D. A digital copy of the updated and calibrated H20NET model of the existing water
distribution system and the ultimate system H2ONET mode1 from the previous Master
Plan.
E. A digital copy of the City’s sewer system GIS, which is currently in development, and
the water and sewer map books
F. Access and assistance on site visits to select pump and lift stations, water reservoirs,
pressure reducing stations, and metering or supply facilities.
G. A summary of CMWD annual water use over the past 10 years based on billing
records. Also monthly billing data for the past three years.
H. Set up and installation of the City’s two gravity flow meters at selected locations.
These meters can be installed on pipelines with a maximum diameter of 15-inches.
I. A contact at the En&a WPCF who can provide summary data and 24-hour flow data
for specific meters.
J. Existing settings and seasonal operational procedures for water system pressure
regulating valves.
17
CITY OF CARLSBAD
WDAThTO WATER AN0 SEWER MASTER PLANS
PROPOSAL FOR ENGINEERING SERVICES
PROPOSED PROJECT FEE
Dudek fi &so&tea. Inc. October 24.2Wl
SEWER MASTER PIAN
Billable Rah :
srk 1 - Review of Reference Matertals
Subtotal Task 1:
bk 2 - Wastewater Svstem Chmcbrlstics Wastewater Service Boundary Collection Basins & Planning Areas
Capacity Agreements w6h Other Agencies
Backbone Interceptor8 and Forcemains sewer Liit Salions Encina WPCF Agreements and Capacities
Subtotal Task 2: .,,
ask 3 - De8icm and Plannina Criteria Industrial Unit Flows Existing Annual Wastewater Flow
Develop 24-hr flow curves
Peak Wet Weather Flows
Friction Factor8 Existing and Future EDU’s
SubtDtal Task 3:
l;k4-OtherA.
_, ‘..:I-
encv Flbw and Facilities .,$‘f 2;’
Meetings with City of Vista/Busna Sanitation District Meeting with Vallecitos Water District ldentiiy other agency facilities and prepare figure
Subfotal Task 4:
ask 5 -Computer Model DeveloDment and Ana Iv&s
Physical Data lnwt Reiobs Data Differences
Flow Input
System Analysis Out-of-Basin Flow Analysis
Subh2al Task 5: ._ .,.,
ask 6 - Recommbnded Faciliiv bnwovams~tm
NewlModiiv CIP Proiscts
Updated CiP COrtr .
Identify Current CapacityAgmeme”t Issues Out-of-Basin Sewiws and Requests Future Planned Developments Evaluate Financing
Subtotal Task 6: _
ask 7 -Report Pmwration Draft Report
Final Report
I>‘_ ;’ ssk m Project Kick-off (1) Project Review (3)
Draft Report Submittal (1)
T r-j
2
7
(1,
2
1
--i- 11, ,, :I:_
2
A--
2
1
T ‘_
1
1 1 1
4-
I 60 loo
16
a 40 a a
+
:I..
t
16
6 a
2 24 a 60 16 24 1 a 16 a 16
SubtoM Tusk 7: 3 32 6 76 24 0 40 I 1 1 1 , , , 1
121 21 21 1 2
SubiotaiTask6: 4 1 26 1 10 1 la 1 0 1 0 ) 14
18
26
18 18 42
---ii-
46
49
ia 20 10
50
26 10
--G-
186
34
29 56
-&
j<.
as
28
29 29 49 29
msk 9 - SIWW Svstem Existina Condition Assemnent Wastewater Lin Station Assessment 2 16 40 a a PipalineAbnhole Condition Asressment Summary 1 16 32 16 a
Subtofal Task 9: 3 32 0 72 16 a 16
6ek 10 -Export Sew& Swtem GIS Meeting with City Staff 1 6 a a Create GIS 4 40 a0 200 880
SubfcW Task 10: 4 40 60 200 aao ,_x / Printing 5 Reproduclion‘ ,lli ,.
s6.BlO
56.815 113.725
52.365
S96.510 598805 ‘..
LocalTraveland Other Miillaneour Expsns08 s500
134
-7% ',.!Z
24 40
-?i-
TOTAL SUBCON EXTENDED HOURS FEE COST
$1.650 $2,330
$1.650
$1.650
64,070 $1,450 siz.am
64,450 64.695 51.650 s2.100
ts70
54.780
62.850
51,110 53.475 $7.433
$17,170 13.210 52.915
35.2ao 53.580 532.15-5
$7.895 SZ.soO $2.675
$2.635
64,655
63.035 523.6~ ,, ‘,
$12,150 64.135 Sl6.2E5
$2.460 53.960 $740
s7.1Q5
CITY OF CARLSBAD .
UPDATE TO WATER AND SEWER MASTER PLANS
PROPOSAL FOR ENGINEERING SERVICES
PROPOSEDPROJECTFEE
Dudek a Associates, Inc
october 31,2Wl
Sfafi TYP
WATER MASTER PLAN
Billabk Rate
ask 1 - Revkw of Reference MeteMe
Subtotal Task 1
ask 2 - Wale r Svctmm ChancCrl8Uw
Pressure Zone Service Areas
Pressure Zone Elevations
Backbone Pipelines
Pressure Cc&d Valves
Pump SteBons
Resewoirs Water Supply Comections S&t&al Task 2 ,‘
ask 3 - Derkm and Pfanniria C&i.
, 4.:
Unit Water Damends
Rsdaimed Water Demands
Peaking Factors
Historical Peak Demands
Friction Factors
Minimum Presswes
Existing EL Future Sewiws per Zone Fire Flows Minimum Demand for Water Quelity Acceptable Age of Water Subfofai Task 3 /* ask 4 - HZONET Comwter Model LIedate and Arm’+8 Update Sy-stem Modds Update Demands Develop Diurnal Demand Cwves
Perform Hydraulic Simulations
Perfwm Age of Water Simulations
Su~Tesk4 ,: $(,‘,
ask 5 - Recomnrmded Feclllh; i Oeentfonil bn~rovement6
New CIP Projects
updated CIP costs
Recommended Opemtiorml Prowdues
Suthfal Task 5
ask 6 - F-wart Model Data
Existing system model
ask 7 - Rerort Preeeratfon Draft Repoft
Final Report
,,_ :;.,
FF-
aa6 -
-a-
7r _i. ,’
-b-
.1,_
2
-:
2
2
7
16
a
A- .,’
21 a] a] I I Subtotal Task 6: 2 a a 16 0 ,.., L1 ,&l<
4 a
SubhW Task 7:
“.
,s>:,g<,ri,$“?!kaT, ‘;.l ; l,: l:; (1 I ;.l ;
c _< I,
g!K $126 -
--k
1
1
2 1
2
-7-t-
6
4
6
2
2
2
4-
4
6
6
12.
-%
a
4
Y&E- SW
T
1
(_
--r
2
7 .:’
12
7-r
4 4 2 6 4
6
-& _i 3’
16
a
16
a
4
4 4 4
-a-
16 4
6
40
+ jj<
-o-
40
a
T
6
6
4
16 I-b 4
., aek 6 - Meethoe
Project Kick-off (I)
Project Review (3)
Dmft Report Submittal (I)
TOTAL SUBCON EXTENDED HOUR:
13 5
10
a 6
a
-G-
62
20
24
a
6
2
4
4
6
73i-
24 26 16
54
+
42
26
--ii-
138
-&- _,
32 14
FEE COST
31,065
S465
5760
$790
35585
$790 $1,220 35.735
$5.590
$1,900
52,440
5720
Sal0
$250
s360
3360
Sal0
$250 s13.096
$2,240 $2,670 $1,720
8.370 U.670
KwlO
52,690
51.360 s7,9ao-
s13.070
$8.030 SZl.fIm-
53.360
57,110
52,480 $12,970
P”“b”(f 6 Fteproallcbo” Sl,OUO Local Travel and Olhsr Miamll-s Expenses s500
Staff Type.
Billable Rate :
PROGRAM EIR
Environmental CoMtralnts
Initial Projed Scopin@‘NOP
Land Use. Pop. S Housing
Traffic. Circ and Pub Safety
Bidogy
tiydmlogyMlater Quality
LandlormrAesthettUr
Cultural Rssowc-ss
Air Quality
Gedogy/Palsontology
Noise
SewerNVster
Growth lnducsment
Cumtdattve Impacts
Alternatives
Final EIR
Subtotal Dudok Laba ,a, ,.: ,r
SubConsultants (x 15%)
Gallegos and Associates
Direct Costs (x 15%)
%z
1
1
1
1
1
2
2
S
CITY OF CARLSBAD
UPDATE TO WATER AND SEWER MASTER PLANS
PROPOSAL FOR ENGINEERING SERVICES
PROPOSED PROJECT FEE
Dudek 6 Associates. Inc
Odober 24.2001
10
12
10
4
2
5
6
2
4
3
2
5
8
5
10
40
12a
I’$ -,:::: I_
54
SF
30
60
3
93 ,: “^ i
l
c 76 T 8 10
25
20 3
15 2
5 10
20
25 6
4 5
30
25 4
3 8
25 5
20
35
25
40
326 66 y__ : ,,r,&,,.y ^,$_
5
10
2
1
3
2
2
1
2
2
3
1
1
2
4
15
66
,::
84
48
36
23
106
29
43
12
36
34
66
36
29
42
39
102
766 , a.,,; ,*
56.915
53.695
$2.935
$1.720
$8.010
92.185
$3,195
$920
S2,3W
52,199
$4.950
$2.480
$2.235
$22.710
$2.945
$9,020
SSS,466
._ -.
Crbmras bangap in. nmyonorwdud NmbdsnuSssh, celmolts . not n
DATE LSSUED
KEEP FOR YOUR RECORDS
BUSINESS TAX RECEIPT
BUS. NO. 1205564
DATE ISSUED
05/21/2001
08.160 50.00
BALANCE 0.00
TAXES PA0 IN ACCORDANCE WFIH CITY BJSIEESSTAXORDINANCE
Cl-W OF CARLSBAD:
HHLL G CC~MPHNY 1 ax : 30~3~6ij fd3 1’\1ov b LUVA 11 ;uc/ r.lil ACQRR CERTIFICATE OF LIABILITY INSURANCE NOV 6 01 c i%i%: J. HALL 6 COMPANY AIE INSURANCE SERVICES
1@570 1OTH AVENUE NE.
POULSBO WA 99370
THIS CERTIFICATE I6 LESUEP A3 A MATTER OF INFORMA’IION ONLY AND
COWFERS NO RGMTS UPON II46 CERTIFICATE WOLOER. THIS CERTIFICATE DOES NOT AMEND. QCTENO OR ALTER fnECWERAGe AFFORDED BY THE POLICIES BELOW.
1 PNONE: Q&a) !i9a-3700
FAX: (360) 5scK3703 Agency Llc*: 0792445 COMPANIES AFFORDING COVERAGE
INSURED
DUDEK 6 ASSOCIATES,
605 3RD STREET ENCINITAS, CA 92024
INC.
I
AMERICAN MOTORIST INSURANCE COMPANY
1 COMPANY E:
LIMITS SHOWN MAY HAVE BIXN REDUCED 8Y PAID CIAIMS.
ALL owlus AUTOS
SCHEDULED AUTOS P06blV Far Note
1 7RE797603-00 ( AUG 2801 ( AUG28 02 x OCCUR IP I cwms WOE I AGGRE6STE 1s 1,000,000 I 0 Is fi I
_... --.-.- -. -.-...
D E.L. EACH ACCIDENT s 1 ,ooo,ooo
6 L. DWASE-EA EMPLOYEE L 1 ,wo,ow
1 E.L. DISEAS!5POUcV LlYlT 5 1,000,000 I nTYCD. -LILI*CL-. ‘uG2800 AU0 29 02 I9%000,000 PSR CLAIM
I I
” I I ILr%.
A PROFESSIONAL LIABIUTY
POLLUTION LIABILITY
CITY OF CARLBBM NOTICE TO ME CERTIFIC%TE HOLDSR ME0 TO THE LEtT.
‘ENGINEERING DEPARTMENT
1635 FARADAY AVENUE
CARLSBAD, CA 92008
Atbntlan: MILISSA RUCH I I ACORD 25-S (7197) CelWlCdtC4 # 14240 ASHLEY HURO
HFILL 8. COMPANY NOV 8 LUUl il :uu r. UL
POLICY NUMBER: 7RE797603-00 COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
ADDtTlONAL INSURED-OWNERS, LESSEES. OR
CONTRACTORS (Form 6)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY
SCHEDULE
‘Name of Person or Organization; Cl-#’ OF CARlSBAD. ITS OFFICIALS, EMPLOYEES AND VOLUNTEERS PUBLIC WORKS - ENGINEERING
1635 FARADAY AVENUE CARLSBAD, CA 92006
(If no entry appears above. information required to complete this endorsement will be,shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization
shown in the Schedule, but only with respect to liability arising out of “your work’ for that insured by
or for you
THIS INSURANCE IS PRlMARY INSURANCE AND ANY OTHER INSURANCE MAINTAINED BY THE ADDITIONAL INSUREDS SHALL BE EXCESS ONLY AND NON CONTRIBUTING WITH THIS INSURANCE.
CG2010li 85 Copyright. Insurance Services Office, Inc., 1964 Cetliicate X 14240
HRLL 8 COMPRNY Fax : 360598d lclli NOV 8 LUUI ii :uu r. ~3
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
. ------LI--uII- u-I-.I-----IIIcI- , -1---m ---
WAIVER OF OUR RIGHT TO RECOVER FROM 0Z’RERSEMKlRSEM.E~
We have the right to recover our payments from anyone liable for an injuty covered by this policy. We will not enforce our right
a&tit the person or orgsnization named in the Schedule, but this wsivn applies only with respect to bodiIy injury srising out
of the operations described in the Schedule where you are requirtd by a written contract to obtain this waivn from us.
This endorsment shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this eadorsment is shown in the Schedule.
Schedule
1. 00 Specific Wsiver Name ofperson or orpizstioaCITY OF CARLSBAD, ITS OFFICIALS, EMPLOYEES AND VOLUNTEERS
0 Blanket Waiver
Any person or orgsnization for whom the Named Insured has agreed by written contract to
furnish this waiver.
2.
3.
4.
Operations:
Premium
The premium charge for this endorsment shall be percent of the premium developed on
payroll in connection with work pcrformod for the above person(s) or orgsnizstion(e) arising out of the operations described.
Minimum premium
5. Advance Premium
All other terms and condition of the policy remsin unchanged.
(The information below is required to be completed only when this endorsment IS issued subsequent to the
policy efYective date.)
Effective NOV 7 00, this endorsement forms part of Policy No.
Of
Issued to: CITY OF CARLSBAD, ITS OFFICIALS, EMPLOYEES AND VOLUNTEERS
Endorsement No.
AIJlHOiW%r, REPRESENTATWE
ASHLEY HURO
HALL 8 COMPANY Fax:Sb05985’03 Nov 8 iOui li:uu r'. u4
SUPPLEMENT TO CERTIFICATE OF LIABIL.ITY INS #14240 DATE
NOV 6 01 I
-_. _ - - ----- .-, ..- -- -- GENERAL LlABlLlTy AND AUlOMdillLE POLICIES AS RESPECTS LlABlLrrV ARISING OUT OF ACTIVITIES BY, OR ON BEHALF OF THE
NAMED INSURED.
A WAlVER OF SUBROGATlON APPLtW TO THE GENERAL LIUILITY, AUTO LIABILITY, WORKERS COMPENSATION AND UMBRELlAI
EXCESS LlABILlTY POLICIES IN FAVOR OF THE ADDITIONAL INSURED.
DESCRIPTION OF OPERAllONSlLOCATlONSNEHlCLES/SPEClAL ITEMS
RL: AGREEMENT -WATER SEWER MASTER PLAN UPDATE
THIS INSURANCE IS PRIMARY INSURANCE AND ANY OTHER INSURANCE MAINTAINED 87 IHE ADDITIONAL INSUREDS SHALL BE EKCESS
ONLY AND NON CONTRIEUTINO WlTH THIS INSURANCE.
CITY OF CARLSBAD. lTS OFFICIALS. EMPLOYEES AND VOLUNTEERS SHALL BE NAMED AS ADDITIONAL INSURED ON THE 6OMMERClAL
cerlificah9 x 14240