HomeMy WebLinkAbout1987-04-21; City Council; 8970; Preliminary Engineering Design Batiquitos LagoonCIT* OF CARLSBAD — AGENDA 1ILL
MTG. 4/21/87
DEPT. CM
TITLE:
PRELIMINARY ENGINEERING DESIGN
BATIQUITOS LAGOON ENHANCEMENT PROJECT
DEPT. HD..
CITY ATTY.
CITY MG
§CC
Q_Q_
ou
RECOMMENDED ACTION:
Adopt Resolution No. 7O^^ , APPROVING a consultant agreement
for the preliminary engineering design and related technical
studies for the Batiquitos Lagoon Enhancement Project.
ITEM EXPLANATION;
The City of Carlsbad has solicited proposals for the preliminary
engineering design of the Batiquitos Lagoon Enhancement Plan.
The Plan, prepared by the Coastal Conservancy, would excavate
approximately 3.5 million cubic yards of lagoon sediments to
create a continuously tidal lagoon. The Plan was developed to
retain the existing habitat values at Batiquitos plus to enhance
the lagoon's habitats by creating approximately 220 acres of
subtidal habitat, 170 acres of intertidal habitat, and 34 acres
of Least Tern nesting sites. A beneficial by-product of the
enhancement plan is that the excavated sandy materials may
qualify to nourish Carlsbad's severely eroded beaches.
The State and Federal agencies that have been involved in preparing
the enhancement plan have agreed that the project could be used
to mitigate harbor fills at the Port of Los Angeles. The prelimi-
nary engineering design and the related technical studies covered
by this agreement are needed to scope the required State and
Federal environmental review of the enhancement plan and to
determine whether or not the project is feasible. The tasks
covered by this agreement will take about seven months to complete.
The firm of CH?M Hill was selected on the basis of the most
qualified response to the Request for Proposals submitted for
this phase of the project. Several consultants were interviewed
by Gary Wayne, Senior Planner for Carlsbad, Lillian Kawasaki,
Project Manager for Port of Los Angeles, and Vern Hall, Port of
U-i Los Angeles. Two of the consultants were: ECOS and Engineering
Science.
FISCAL IMPACT;
The cost of the preliminary engineering design and related
technical studies including beach nourishment is $392,000.
The costs of this study will be paid by the Port of Los Angeles
through a Reimbursement Agreement approved by the Carlsbad
City Council on April 14, 1987. Said Agreement will also
reimburse Carlsbad for administrative costs not to exceed
$50,000. If the project proves feasible, subsequent phases
(i.e., environmental review, final design, and construction)
will be funded by the Port of Los Angeles, or PACTEX, or by
both.
RESOLUTION NO.9028
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD
CALIFORNIA, APPROVING AN AGREEMENT BETWEEN THE CITY OF
CARLSBAD AND CH2M HILL, FOR THE PREPARATION OF THE
PRELIMINARY ENGINEERING AND TECHNICAL STUDIES FOR THE
BATIQUITOS LAGOON ENHANCEMENT PROJECT.
WHEREAS, proposals have been received by the City of
Carlsbad for the preliminary engineering and related technical
studies for the Batiquitos Lagoon Enhancement Project.; and
WHEREAS, the firm of CH2M Hill has been selected to
perform the design services and related studies in the amount of
$392,200; and
WHEREAS, the City of Los Angeles acting through its Board
of Harbor Commissioners has entered into a reimbursement agreement
with the City of, Carlsbad to pay the consultant fees of $392,200
plus Carlsbad administrative costs not to exceed $50,000.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the
City of Carlsbad as follows:
1. The above recitations are true and correct.
2. That an agreement between the City of Carlsbad and
CH2M Hill for the preliminary engineering design and related
technical studies for the Batiquitos Lagoon Enhancement Project, a
copy of which is hereto marked "Exhibit 1" and made a part hereof,
is hereby accepted.
3. That the Mayor of the City of Carlsbad is hereby
authorized and directed to execute said agreement for and on behalf
of the City of Carlsbad.
4. The Consultant fee of $392,200 by CH2M Hill, for the
preliminary engineering design and related technical studies for
the Batiquitos Lagoon Enhancement Project is hereby accepted.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
PASSED, APPROVED AND ADOPTED at a regular meeting of the
Carlsbad City Council held on the 21st day of April , 1987 by
the following vote, to wit:
AYES: Council Members Lewis, Kulchin, Pettine, Mamaux and Larson
NOES: None
ABSENT: None
:LAUDE A. LEWIS, Mayor
ATTEST:
y^ IA , \^n*jiAt^Jtj^6L~~.
ALETHA L. RAUTENKRANZ, City C^erk
(SEAL)
.2
EXh
ENGINEERING AGREEMENT
AGREEMENT FOR THE PREPARATION OF THE
PRELIMINARY ENGINEERING DESIGN AND
RELATED TECHNICAL STUDIES FOR THE
BATIQUITOS LAGOON ENHANCEMENT PROJECT.
THIS AGREEMENT, made and entered into as of the
of fag^i,^ _ , 19^/ , by and between the CITY OF CARLSBAD, a
municipal corporation, hereinafter referred to as "CITY," and
CH2M HILL, hereinafter referred to as "CONSULTANT."
RECITALS
CITY requires the services of CH2M HILL to provide the
necessary environmental/engineering services for preparation of
the preliminary plans and specifications for the Batiquitos
Lagoon Enhancement Project; and
CONSULTANT possesses the necessary skills and qualifications
to provide the services required by CITY;
NOW, THEREFORE, in consideration of these recitals and the
mutual covenants contained herein, CITY and CONSULTANT agree as
follows:
1 . CONSULTANT'S OBLIGATIONS
The CONSULTANT shall:
A. Conduct the necessary tasks required to prepare the
preliminary engineering for the Batiquitos Lagoon
Enhancement Project as depicted upon the map attached as
Exhibit A - Batiquitos Lagoon Enhancement Plan. Said
tasks are identified in the scope of work dated February
22, 1987, a copy of which is attached (Exhibit B - Scope
of Work) and incorporated by reference herein.
•f
B. Attend such meetings of public and private groups as may
be required in conjunction with the preparation and
approval of the preliminary engineering design.
C. Provide all personal transportation during the course of
this agreement.
D. Hold harmless all land owners granting permission for
CONSULTANT to enter and conduct the required studies as
identified in the "Scope of Work" from liabilities
arising from the negligence of CONSULTANT.
E. Perform all functions, responsibilities and requirements
to accomplish the preparation of the preliminary
engineering design for the Batiquitos Lagoon Enhancement
Project as specified in the "Scope of Work" Exhibit B
herein above referred.
2. CITY OBLIGATIONS
Under the general direction of the City Manager and subject
to the provisions of this agreement, CITY shall:
A. Make available to the CONSULTANT its records, reports
and other documents deemed necessary to properly perform
the services required by the CITY.
B. Obtain all required permits, with CONSULTANT'S
assistance, to allow the CONSULTANT to perform the tasks
identified in the "Scope of Work."
C. Obtain permission from property owners to allow the
CONSULTANT to both enter the private property and to
perform the tasks identified in the "Scope of Work."
-2E-
D. Review materials submitted by CONSULTANT in a timely
manner so that the CONSULTANT can adhere to the time
schedule contained in the "Scope of Work" - Exhibit B.
E. Announce, advertise, conduct and record all public
meetings and hearings, with CONSULTANT'S assistance,
related to the completion of this agreement.
F. Provide a Project Manager who shall act on behalf of the
City in the execution of this agreement.
3. PROGRESS AND COMPLETION
The work under this Contract will begin within ten (10) days
after receipt of written notification to proceed by CITY and be
completed within two hundred and sixty (260) days of that date or
more specifically according to the schedule set forth in Exhibit
C - Schedule. Extensions of time may be granted if requested by
CONSULTANT and agreed to in writing by the City Manager. In
consideration of such requests, the City Manager will give
allowance for documented and substantiated unforeseeable and
unavoidable delays not caused by a lack of foresight on the part
of the CONSULTANT, or delays caused by CITY inaction or other
agencies' lack of timely action.
4. FEES TO BE PAID TO CONSULTANT
The lump sum fee payable according to Paragraph 5, "Payment
of Fees", shall be $392,200. No other compensation for services
will be allowed except those Items covered by supplemental
agreements per Paragraph 7, "Changes in Work".
-3E-
5. PAYMENT OF FEES
Payment of fees shall be in accordance with the fees by task
set forth in Exhibit D - Cost Estimate Summary: Scope Cost.
Payments shall be paid in the course of City business following
delivery of invoices provided, however, that no fees shall be
paid until the invoices have been verified and approved by CITY.
CONSULTANT may submit invoices monthly that represent the value
of work completed to date, minus any prior payments made.
Payment of any invoices pursuant to this section shall not
constitute a waiver by CITY of any breach of any part of this
agreement.
6. FINAL SUBMISSIONS
Within twenty-one (21) days of completion and approval of
the Draft Preliminary Design Report, CONSULTANT shall deliver to
CITY the Final Preliminary Design Report in accordance with the
referenced Scope of Work..
7. CHANGES IN WORK
If, in the course of this Contract and design, changes seem
merited by the CONSULTANT or the CITY, and informal consultations
with the other party indicate that a change in the conditions of
the Contract is warranted, the CONSULTANT or the CITY may request
a change in Contract. Such changes shall be processed by the
CITY in the following manner: A letter outlining the desired
changes shall be forwarded to the City Manager or CONSULTANT to
inform them of the proposed changes along with a statement of
estimated changes in charges or time schedule. After reaching
mutual agreement on the proposal, a supplemental agreement or
change order shall be prepared by the CITY and approved by the
City Council. CONSULTANT'S compensation for said change order
shall be determined based on the fee schedules contained in the
attached Exhibit E - Consultant Fee Schedule or as updated in
accordance with year end salary adjustments.
8. COVENANTS AGAINST CONTINGENT FEES
The CONSULTANT warrants that its firm has not employed or
retained any company or person, other than a bonafide employee
working for the CONSULTANT, to solicit or secure this agreement,
and that CONSULTANT has not paid or agreed to pay any company or
person, other than a bonafide employee, any fee, commission,
percentage, brokerage fee, gift, or any other consideration
contingent upon, or resulting from, the award or making this
agreement. For breach or violation of this warranty, the CITY
shall 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 such fee,
commission, percentage, brokerage fee, gift, or contingent fee.
9. NONDISCRIMINATION CLAUSE
The CONSULTANT shall comply with the State and Federal
Ordinances regarding nondiscrimination.
10. TERMINATION OF CONTRACT
In the event of the CONSULTANT'S failure to prosecute,
deliver, or perform the work as provided for In this Contract,
the CITY may terminate this Contract for nonperformance by
-5E-
notifying the CONSULTANT by certified mail of the termination of
the Contract. The CONSULTANT, thereupon, has five (5) working
days to deliver said documents owned by the City and all work in
progress to the City Engineer. The City Manager shall make a
determination of fact based upon the documents delivered to CITY
of the percentage of work which the CONSULTANT has performed
which is usable and of worth to the CITY in having the Contract
completed. Based upon that finding as reported to the City
Council, the Council shall determine the final payment of the
Contract.
11. DISPUTES
If a dispute should arise regarding the performance of work
under this agreement, the following procedure shall be used to
resolve any question of fact or interpretation not otherwise
settled by agreement between parties. Such questions, if they
become identified as a part of a dispute among persons operating
under the provisions of this Contract, shall be reduced to
writing by the principal of the CONSULTANT or the City Manager.
A copy of such documented dispute shall be forwarded to both
parties involved along with recommended methods of resolution
which would be of benefit to both parties. The City Manager or
principal receiving the letter shall reply to the letter along
with a recommended method of resolution within ten (10) days. If
the resolution thus obtained is unsatisfactory to the aggrieved
party, a letter outlining the dispute shall be forwarded to the
-6E-
City Council for their resolution through the Office of the City
Manager. The City Council may then opt to consider the directed
solution to the problem. In such cases, the action of the City
Council if reasonable shall be binding upon the parties involved,
although nothing in this procedure shall prohibit the parties
seeking remedies available to them at law.
12. RESPONSIBILITY OF THE CONSULTANT
The CONSULTANT is hired to render professional services for
preliminary engineering design of the Batiquitos Lagoon
Enhancement Project and any payments made to CONSULTANT are
compensation solely for such services. CONSULTANT shall sign all
plans, specifications, and estimates furnished to the CITY with
Registered Civil Engineer's number, (or Landscape Architect's
registration number). CONSULTANT will perform the services under
this agreement to a standard of care comparable to the norm for
similar services available in the local area.
13. SUSPENSION OR TERMINATION OF SERVICES
This agreement may be terminated only by the CITY upon
tendering ten (10) days written notice to the CONSULTANT. In the
event of such suspension or termination, upon request of the
CITY, the CONSULTANT shall assemble the work product and put same
in order for proper filing and closing and deliver said product
to CITY. In the event of termination, the CONSULTANT shall be
paid for work performed to the termination date; however, the
total shall not exceed the guaranteed total maximum. The CITY
shall make the final determination as to the portions of tasks
completed and the compensation to be made.
-7E-
U. STATUS OF THE CONSULTANT
The CONSULTANT shall perform the services provided for
herein in CONSULTANT'S own way as an independent Contractor and
in pursuit of CONSULTANT'S independent calling, and not as an
employee of the CITY. CONSULTANT shall be under control of the
CITY only as to the result to be accomplished and the personnel
assigned to the project, but shall consult with the CITY as
provided for in the request for proposal.
The CONSULTANT is an independent contractor of the CITY.
The payment made to the CONSULTANT pursuant to this contract
shall be the full and complete compensation to which the
CONSULTANT is entitled. The CITY shall not make any federal or
state tax withholdings on behalf of the CONSULTANT. The CITY
shall not be required to pay any workers compensation insurance
on behalf of the CONSULTANT. The CONSULTANT agrees to indemnify
the CITY for any tax, retirement contribution, social security,
overtime payment, or worker's compensation payment which the CITY
may be required to make on behalf of the CONSULTANT or any
employee of the CONSULTANT for work done under this agreement.
15. CONFORMITY TO LEGAL REQUIREMENTS
The CONSULTANT in consultation with the CITY has endeavored
to identify the tasks necessary to prepare all drawings and
specifications which conform to all known applicable requirements
of law in effect at the time of execution of this agreement:
Federal, State, and local and CONSULTANT will perform said tasks.
CONSULTANT will provide necessary supporting documents, to be
-8E-
filed with agencies whose approval is necessary and are
reasonably known to CONSULTANT at the time of "Scope"
negotiations.
16. OWNERSHIP OF DOCUMENTS
All raw data, plans, studies, sketches, drawings, reports,
and specifications as herein required are the property of the
CITY and City of Los Angeles which is providing certain project
funding, whether the work for which they are made be executed or
not. In the event this Contract is terminated, all raw data,
documents, plans, specifications, drawings, reports, and studies
shall be delivered forthwith to the CITY. CONSULTANT shall have
the right to make one (1) copy of the plans for his/her records.
The CONSULTANT shall not be allowed to publish the results of the
technical studies and preliminary engineering design or to sell
any data or models developed as part of this agreement without
the expressed written permission of the CITY.
17. ASSIGNMENT OF CONTRACT
The CONSULTANT shall not assign this Contract or any part
thereof or any monies due thereunder without the prior written
consent of the CITY.
18. SUBCONTRACTING
If the CONSULTANT shall subcontract any of the work to be
performed under this Contract by the CONSULTANT, CONSULTANT shall
be fully responsible to the CITY for the negligent performance of
all work by CONSULTANT'S subcontractor and of the persons either
directly or indirectly employed by the subcontractor, as
CONSULTANT is for
-9E-
the negligent performance of all work by persons directly
employed by CONSULTANT. Nothing contained in this Contract shall
create any contractual relationship between any subcontractor of
CONSULTANT and the CITY. The CONSULTANT shall bind every
subcontractor and every subcontractor of a subcontractor by the
terms of this Contract applicable to CONSULTANT'S work unless
specifically noted to the contrary in the subcontract in question
approved in writing by the CITY.
It is understood that the CONSULTANT intends to engage these
subconsultants for performance of portions of the work:
Tekmarine
Michael Brandman and Associates
RMW Paleo Associates
D. S. Opsephson
Ocean Surveys Inc.
It is understood that any addition of or any change in
subconsultants must be approved by the CITY in writing prior to
the start of any work undertaken by subconsultants not identified
above.
19. PROHIBITED INTEREST
No official of the CITY who is authorized in such capacity
on behalf of the CITY to negotiate, make, accept, or approve, or
take part in negotiating, making, accepting, or approving of any
architectural, engineering inspection, construction or material
-10E-
supply Contractor, or any subcontractor in connection with the
construction of the project, shall become directly or indirectly
interested personally in this Contract or in any part thereof.
No officer, employee, architect, attorney, engineer, or inspector
of or for the CITY who is authorized in such capacity and on
behalf of the CITY to exercise any executive, supervisory, or
other similar functions in connection with the performance of
this Contract shall become directly or indirectly interested
personally in this Contract or any part thereof.
20. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent,
or employee of the CITY, either before, during, or after the
execution of this Contract, shall affect or modify any of the
terms or obligations herein contained nor such verbal agreement
or conversation entitle the CONSULTANT to any additional payment
whatsoever under the terms of this Contract.
21. SUCCESSORS OR ASSIGNS
Subject to the provisions of Paragraph 24, "Hold Harmless
Agreement", all terms, conditions, and provisions hereof shall
Inure to and shall bind each of the parties hereto, and each of
their respective heirs, executors, administrators, successors,
and assigns.
22. EFFECTIVE DATE
This agreement shall be effective on and from the day and
year first above written.
-11E-
23. CONFLICT OF INTEREST
The CONSULTANT shall file a Conflict of Interest Statement
with the CITY Clerk of the City of Carlsbad in accordance with
the requirements of the City of Carlsbad Conflict of Interest
Code.
24. HOLD HARMLESS AGREEMENT
The CONSULTANT retained pursuant to this Agreement shall at
all times relieve, indemnify, protect and save harmless (1) the
Cities of Los Angeles (including its Harbor Department) and
CARLSBAD (CITIES) and any and all of their boards, officers,
agents, consultants and employees from any and all claims and
demands, actions, proceedings, losses, liens, costs and Judgments
of any kind and nature whatsoever, including expenses incurred In
defending against legal actions, for death of or injury to
persons or damage to property including property owned by or
under the care and custody of CITIES and for civil fines and
penalties, to the extent that they may arise from or be caused
directly or indirectly by:
A. Any dangerous, hazardous, unsafe or defective condition
of, In or on the premises which are the subject of this
Agreement of any nature whatsoever, to the extent that
it exists by reason of any negligent act, omission,
neglect, or any negligent use or occupation of the
premises by CONSULTANT, its officers, agents, employees,
subcontractors or subconsultants or consultant.
-12E-
B. Any operation conducted upon or any use or negligent
occupation of the premises by CONSULTANT, its officers,
agents, employees, subcontractors or subconsultants
under or pursuant to the provision of this contract or
otherwise;
C. Any negligent act, omission or negligence of CONSULTANT,
its officers, agents, employees, subcontractors or
subconsultants .
D. Any failure of CONSULTANT, its officers, agents or
employees to comply with any of the terms or conditions
of this contract or any applicable federal, state,
regional, or municipal law, ordinance, rule or
regulation;
E. The conditions, negligent operations, uses, occupations,
acts, omissions or negligence, existing or conducted
upon or arising from the use or occupation by CONSULTANT
on any other premises within the City of CARLSBAD
related to this Agreement.
The CONSULTANT also agrees to indemnify CITIES and pay
for all damage or loss suffered by CITIES including but
not limited to damage to or loss of CITIES' property to
the extent caused by or arising out of the conditions,
operations, uses, occupations, acts, omissions or
negligence of the CONSULTANT within the meaning of
subsections A through E of this Section 24-.
-13E-
CONSULTANT understands that the plans and specifications it
produces pursuant to this agreement will be used as a basis for
preparing the EIR/EIS which is necessary for the environmental
restoration of Batiquitos Lagoon and also as the basis for the
final engineering design work which will result, if the necessary
EIR/EIS are consistent with the development of the project, in
the dredging of the Lagoon. CONSULTANT specifically agrees to
indemnify CITIES for any expenses associated with negligent
defects in its plans and specifications, but only to the extent
said expense arises out of CONSULTANT'S negligence.
The CONSULTANT agrees that it will maintain the insurance
specified in the contract. All such insurance shall be written
at such limits and with such companies as are acceptable to
CITIES and the CONSULTANT shall provide CITIES with proof of said
insurance as specified below.
25. WORKERS' COMPENSATION
A. The CONSULTANT will be required to secure the payment of
compensation to its employees injured while performing
work or labor necessary for and Incidental to
performance under this Agreement in accordance with the
provisions of Section 3700 of the Labor Code of the
State of California.
B. The CONSULTANT shall file with CITIES one of the
following: 1) a certificate of consent to self-insure
issued by the Director of Industrial Relations, State of
California, 2) a certificate of Workers' Compensation
insurance Issued by an admitted insurer, or 3) an exact
copy or duplicate thereof of the policy certified by the
director or the insurer. Such documents shall be filed
prior to commencing the work of this Agreement.
C. Where the CONSULTANT has employees who are covered by
United States Longshoremen and Harbor Workers'
Compensation Act coverage, the CONSULTANT must furnish
proof of such coverage to the satisfaction of CITIES.
26. LIABILITY AND PROTECTION AND INDEMNITY INSURANCE
A. The CONSULTANT shall furnish a policy of comprehensive
general liability insurance with endorsements for
contractual liability assumed and automobile liability
insurance, in which CITIES their boards, officers,
agents and employees are included as additional insureds
with the CONSULTANT to the extent of the CONSULTANT'S
liabilities assumed hereunder. Such policy shall fully
protect and save harmless the additional Insureds from
any and all claims for damages for bodily injury,
including wrongful death, as well as from claims for
property damages, which may arise from the negligent
operations under and in connection with this contract,
whether such operations be by the CONSULTANT or by any
subcontractor or subconsultant or anyone directly or
indirectly employed by either of them.
-15E-
B. The minimum limits of Liability Insurance shall be the
limits normally carried by the CONSULTANT, but not less
than $1,000,000 combined single limit for property
damage and bodily injury including death (or such other
amounts as CITIES may specify). If the submitted
policies contain aggregate limits the CONSULTANT shall
provide evidence of insurance protection for such limits
so that the required coverage is not diminished in the
event that the aggregate limits become exhausted. Said
limit shall be without deduction, provided that CITIES
and their designee may permit a deductible amount when,
in their Judgment, it is justified by the financial
capacity of tHe CONSULTANT.
C. Nothing herein shall be construed as limiting in any way
the extent to which the CONSULTANT may be held legally
responsible for damages to persons or property.
D. When the work of this specification requires the use of
watercraft, the CONSULTANT must additionally provide
protection and indemnity insurance in the amount of
$1,000,000 combined single limit for marine liability.
27. SPECIAL INSURANCE ENDORSEMENT
The special insurance endorsement attached hereto as Exhibit
F - Special Insurance Endorsement, shall be made available
to Contractors and CONSULTANTS to satisfy the insurance
requirements described above.
-16E-
23. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT certifies that it now has professional liability
insurance in the amount of one million dollars ($1,000,000), that
it will take whatever steps necessary to assure that the work
performed under this agreement will be covered by such policy,
and that it will keep such insurance or its equivalent in effect
at all times during performance of this agreement and until two
years following completion of the work under this Agreement.
29. INSURANCE DOCUMENTS AND SUBMITTALS
A. All required insurance shall be transmitted to the
Project Manager within thirty (30) days of award of
contract for approval by CITIES.
8. The approval of insurance by CITIES shall be a condition
precedent to the right of the CONSULTANT to demand or
receive payment for the work under the contract
requiring such insurance. No request for payment will
be processed until the required insurance has been
approved by CITIES and no Notice to Proceed will be
issued until such approval has been given.
C. The CONSULTANT shall submit as proof of comprehensive
general liability insurance coverage certificates of
insurance endorsed with the special endorsement attached
to this exhibit. As proof of professional liability
coverage, CONSULTANT shall submit certificates of
insurance for the professional liability coverage. All
certificates shall be submitted in duplicate with
original signatures. Facsimile signatures will not be
approved.
-17E-
In addition, if at any time CITIES wish to review the
actual policies, CONSULTANT will make available these
policies provided that CONSULTANT shall be entitled to
retain the policies to protect any proprietary terms of
such policies.
Liability and protection and indemnity policies shall
name as additional insureds the Cities of Los Angeles
and CARLSBAD, their boards, officers, agents, and
employees, and must contain a noncancellation clause
exactly as follows:
"It is agreed that the insurance provided herein will
not be cancelled or reduced in amount until the Board of
Harbor Commissioners and the City Attorney of the City
of Los Angeles and the City of CARLSBAD and its City
Attorney have been given 30 days notice by certified
mail."
Notwithstanding any other provision of this agreement,
CONSULTANT also agrees to name N. B. and W. H. Hunt and
their agents as additional insureds to the extent of
CONSULTANT'S liability assumed hereunder, to the
comprehensive general liability policy.
-18E-
IN WITNESS WHEREOF, we have hereunto set our hands and
seals.
CH2M HILL
Title
CITY OF, CARLSBAD
flavor
APPROVED AS TO FORM:ATTESTED
City Clerk
-19E-
A.
CQ
X
X
LLJ
- ' - >It• <Bf O
itIU O
«. H Z
HI < t- <Ul ? •» H
_
o >> go z.
— O
z
acan <w i 5
i = «; 2 S
Ji 1Z O IU
O N X E° i 1 -< o < n za H 31 5 <C K ^ u
• H $ * i
3 S « S £
oS
81
(00
O LLJi- oc
E GC- LLI
O LU
T" OC
0-
— Ul
6
w
O.J
Ul
z ui< o
i! cui« XI s
z J
o aZ ui ui= 9» 095 o o5 o. a.• o ot- ac <rz a a.3 ? ?
g z z
= Ul Ul
• 3 -
X ui W
III. SCOPE OF WORK
CH2M HILL
BATIQUITOS LAGOON ENHANCEMENT PLAN PREDESIGN
Revised August 13, 1986
Revised February 5, 1987
Revised February 18, 1987
Revised February 22, 1987
TASK PI—LAGOON INSTRUMENTATION TO CALIBRATE MODEL
OBJECTIVE
Determine the water levels and current speeds and directions
in each of the three Batiquitos Lagoon basins under the
influence of real ocean tides and to ascertain the friction
factor at the three choke points and the east basin to
calibrate the hydrodynamic computer model and observe the
sediment transport process at the entrance.
METHODOLOGY
The east, central, and west basins of the lagoon will be
instrumented with four current meters and four tide gages.
The mouth of the lagoon will be opened by bulldozing the
sand and gravel sill aside. The instruments will record
water levels and circulation currents in the deeper parts of
the three basins for 10 days. A cross-section at the opened
inlet will be surveyed three times in the 10 days.
The client will arrange for any permits needed to conduct
this task. Consultant will furnish a description of the
planned opening and instrumentation.
TASK P3—MODEL CIRCULATION OF TWO DEVELOPMENT OPTIONS
OBJECTIVE
The circulation, mixing, flushing, and tidal prism
propagation in Batiquitos Lagoon for Plans 2 and 3 will be
evaluated.
METHODOLOGY
Lagoon geometry for Batiquitos Lagoon conforming to Plans 2
and 3 will be developed and modeled. RMA2 will be run to
evaluate circulation, mixing, flushing, and tidal prism
propagation in the lagoon. The results will be compared to
the project goals and objectives for compliance.
PRODUCT
A series of maps (figures) showing circulation patterns in
Batiquitos Lagoon and input data for RMA4 will be generated
for Plans 2 and 3.
TASK P4—EXISTING DATA
OBJECTIVE
Obtain all pertinent information and data on Batiquitos
Lagoon to assist in engineering design aspects and prevent a
duplication of study efforts.
METHODOLOGY
Existing data will be gathered on such items as:
o Bridge plans from CalTrans
III-3
o Copies of city, state, and federal engineering
standards
The data will be reviewed to identify gaps in the required
information. Copies of the data will be assembled and sent
to project engineers and preparers of the EIR/EIS.
PRODUCT
Sets of information and data to assist in initiating such
activities as computer modeling, preparation of master map,
grading plans, inlet design, and dredging and disposal plan,
TASK P5—SATHYMETRIC SURVEY
OBJECTIVE
There are no survey data for the deeper sections of
Batiquitos Lagoon west of 1-5. A bathymetric survey will
provide data to fill this gap in the lagoon geometry.
METHODOLOGY
A bathymetric survey consisting of a series of tracklines
on a 100-foot grid across the lagoon west of 1-5 will be
conducted. Bathymetric records will be reduced and contours
generated for the unmapped sections of the lagoon.
PRODUCT
A contour map at 1"=»100' scale, with 1-foot contour
intervals will be produced to supplement the existing
contour map.
III-5
should be based on knowledge of the sediment chemical char-
acteristics. Our proposed chemical sampling program will
provide enough information to develop a bioassay program for
Corps approval. However, a bioassay is not included in this
scope.
Sampling for potential contamination and permitting purposes
will be required. Possible contamination from offsite activ-
ities has been raised as a concern, due to agriculture and
other upland uses. Potential contamination must be deter-
mined for construction purposes (health and safety, air
quality, etc.) and for disposal options analysis (i.e., will
there be limitations to disposal siting).
There will be soil samples taken from five locations for
chemical and physical sampling, and 20 locations for physical
sampling throughout the lagoon. Samples will be taken with
either hand-driven coring or float mounted vibra-core equip-
ment. Each hole will be cored to a maximum depth below
mudline of 10 feet, or an elevation of -8 feet (MSL).
The samples for the chemical testing will be taken adjacent
to the creek mouths and the nursery area and at certain
drainage points around the lagoon. Samples will be composited
and undergo elutriate tests for the following: metals, cya-
nide, total phenol, acid extractables, base/neutral extract-
ables, pesticides/PCB's, chlorophenoxy herbicides, and
volatiles. In addition, each will undergo a bulk sediment
analysis to meet the Corps of Engineers criteria. The
sampling program is designed to resolve the issue of contami-
nated soils and to provide the information necessary for
dredging permits and development of a bioassay program for
Corps approval. A two-page summary of the methods proposed
will be submitted to the client for their coordination with
EPA and the Corps of Engineers.
III-7
METHODOLOGY
This task will be performed in the following manner:
o Collect and analyze current and historical data on
the physical and geological processes relating to
the lagoon outlet and its adjacent coastal and
nearshore region. Relevant literature will also
be reviewed including the Coastal Conservancy's
Enhancement Plan, the previous reports by the
Scripps Institution of Oceanography, comments by
Waterways Experiment Station (WES) and local
interests.
o Perform a bathymetric and sub-bottom profile survey
of the offshore sea bed surrounding the lagoon
outlet in, order to obtain high-resolution informa-
tion of the site-specific boundary condition in
support of the entrance design. A total of seven
survey transects will be deployed within 300 feet
upcoast and downcoast of the outlet, extending to
a depth of 30 feet.
o Perform a conceptual, functional design of the
tidal entrance. The design will be accompanied by
the supporting rationales as well as estimates of
silting rates in the lagoon and closure frequencies
in consideration of tidal fluctuations, storm
frequencies and regional coastal sediment budget.
o Perform a preliminary, structural design of the
tidal entrance, accompanied by the provisions for
jetties or no jetties, channel dimensions and
configurations, specification or armor types for
the channel and the jetty, and preliminary design
drawings.
III-9
METHODOLOGY
The sensitivity of the preferred alternative lagoon config-
uration will be examined for its impact on lagoon water
quality. This evaluation will provide assessments of the
design to maintain acceptable water quality and habitats for
each of four seasonal conditions. Seasonal projections are
necessary due to the physical, habitat, environmental, and
climatological changes experienced throughout the year.
The specific tidal hydraulic information developed during
the Enhancement Plan studies will be used to provide the
data required to evaluate water quality characteristics.
The results of RMA-2 circulation model will feed into a sec-
ond Corps model (also two-dimensional) called RMA-4, which
models water quality. With RMA-4, we can model dissolved
oxygen, temperature, biological oxygen demand, and salinity
in the lagoon assuming a purely advection-dispersion mass
transport without detailed kinetic relationship. RMA-4 has
the potential to handle one or two conservative substances
in addition to the parameters listed above; we will
determine which, if any, should be modeled based on input
from our biologists.
The sensitivity of Batiquitos Lagoon to climatological con-
ditions, circulation patterns, and runoff water quality is
integrated into the water quality analysis. We will permit
examination the seasonal variations of water quality.
Existing data and analytical techniques will be utilized for
this effort, and are assumed to be sufficient for the
required analysis.
III-ll
PRODUCT
Minor adjustments will be made in design concepts to better
accommodate biological needs.
TASK P10—DIGITIZE MAPPING
OBJECTIVE
Contour maps of the existing and proposed topography of
Batiquitos Lagoon will be prepared to provide base maps,
develop the grading plan, and determine the volume of
material to be dredged.
METHODOLOGY
Topography for the existing lagoon, the recommended
(preferred) plan and one alternative, will be digitized
using CADD. Maps will be prepared at a scale of 1"=100'
with 1-foot contour intervals in the areas to be dredged.
Topographic and bathymetric data collected under the fathom-
eter survey task will be digitized to complete the existing-
condition and preferred-plan maps. Volume differences will
be computed.
PRODUCT
Three contour maps will be produced. The dredge volumes
will be summarized in the Preliminary Design Report.
111-13
available,.equipment rates, and scheduling. Disposal site
operators will be queried as to ability to take 3 million
yards of material, site location, transportation available,
and costs.
Reasonable and proven methods of excavation will be ex-
plored. Proper sizes and types of dredging equipment will
be identified, work capacities estimated, handling require-
ments catalogued, and costs estimated. Adequate dredging
schemes and techniques will be documented.
A set of dredging plans (contours and/or slope grades) will
be drawn up for each of the alternatives using our CADD sys-
tem. The dredging plans will be compared to the existing
ground contours and dredging quantities computed.
The amount and character of sediments to be removed will be
reviewed to schedule when and from what part of the lagoon
the different soil types will be removed. Sand will be eas-
ier to handle and will be more valuable (as commercial
aggregate, for beach nourishment, or as structural fill)
than the muds. Once the various layers have been identified
and tagged as to haul method and destination, a schedule (in
flow chart fashion, similar to CPM) will be drawn up to
optimize the disposal, avoid delays due to traffic
conflicts, and put the disposal site facilities on notice to
receive the material.
Habitat requirements of the least tern will be supplied by
the client. Provisions for protection of least tern nesting
and foraging will be included in the Preliminary Design
Report.
A cost estimate will be prepared which will include engi-
neering and administrative costs, hauling of the material to
the disposal site (whether by truck, slurry pipeline, -barge,
111-15
PRODUCT
A discussion of the relocation scheme and drawings will
appear in the Preliminary Design Report.
TASK P13--SEDIMENT CONTROL PLAN
OBJECTIVE
The purpose of this task will be to examine and evaluate the
proposed sediment control plan and to integrate the resul-
tant net sedimentation to the Batiquitos Lagoon with a sedi-
ment transport model of the lagoon. This will be performed
for the preferred plan and one alternative. Estimates of
net sediment movement to the lagoon area from both upland
loadings and ocean loadings will be developed to evaluate
potential maintenance requirements.
These analyses will be determined for the hydrologic condi-
tions used in the Preferred Plan.
METHODOLOGY
The upland erosion and sedimentation rates for the drainage
areas surrounding Batiquitos Lagoon will be examined using
the available data. Where data on sediment yield in the
basins are lacking, correlation estimates will be used for
similar drainages nearby which have sediment load data. The
design storm used will be the one anticipated to yield the
greatest sediment deposition.
Grain size distributions of both suspended sediment data and
bed material data in the study area will be used to estimate
the effectiveness of the proposed sediment basins. Sample
streambed sediment data will be collected in the major
111-17
loads defined at the boundaries of the lagoon. These data
will provide information to better assess lagoon design
configurations, areas of excessive sediment build-up, and
general estimates of maintenance that may be required.
A prediction of when the lagoon would fill up with sediment,
assuming no control, will be made for use in the EIR/EIS No
Action Alternative. This will be based on sedimentation
rates; no modeling will be done.
The integration of the basin runoff hydrology, sedimentation
characteristics and yield, lagoon hydrodynamics, and pro-
posed control facilities will best address the overall
Sediment Control Plan. The resultant analysis and evalu-
ations will then be used to develop a complete impact
assessment of the proposed Sediment Control Plan including
possible changes.
PRODUCT
The Preliminary Design Report will include the data used to
confirm and develop sediment loading rates for the drainages
to the lagoon, trapping efficiencies for the sediment
control facilities, assumptions, baseline hydrology,
estimated maintenance requirements, and schedules.
In addition, the sediment transport analysis of the Bati-
quitos Lagoon will be included to show the expected nature
of material movement throughout the area. Estimated quan-
tities of sediment build-up or depletion will be shown along
with bottom contours for the design hydrologic condition.
Model assumptions and data will be presented for complete
understanding of the details and limitation of the analysis.
Sediment control traps will be designed for the two creeks
111-19
nourishment records since 1954 (thus far at least
13 nourishment operations).
o Interview local and adjacent coastal residents on
factual information on the behavior (namely,
seasonal changes, extreme events) and history of
the beaches.
o Investigate factual data from literature and ar-
chives on the history of shoreline and beach pro-
file, their changes and equilibrium conditions,
seasonal and extreme events.
Using the background information described above, we will
develop various schemes for sand placement strategy and will
evaluate innovative concepts which will enhance the local
residence tine of the placed sand to the maximum possible
extent. The concepts to be evaluated will include: (a) soft-
armor (geotextile fabric material) mattresses containing
cobbles to serve as stationary permeable underlayer to arrest
the placed sand against wave agitation; (b) "perched" or
terraced beach configuration using retained cobble deploy-
ment with soft-armor technology (i.e., to minimize offshore
loss); (c) horizontal soft-armor retention devices made with
geotextile tailored mattresses containing cobbles or sand
(i.e., to minimize longshore loss); (d) graded cobble dis-
tribution to serve as permeable underlayer for the placed
sand, with no structural retention; (e) "headland" shoreline
concept using redistributed cobble piles with soft-armor
retention. We will conduct the following tasks:
o Determine volumetric allocation of sand placement
along the shoreline.
111-21
PRODUCTS
The Preliminary Design Report will discuss the various
beach nourishment schemes evaluated, their technical merits,
and their adverse impacts. The report will recommend the
best plan and present reasons for the recommendations.
TASK PI6 —PRELIMINARY ENGINEERING REPORTS
1. FORTY PERCENT PREDESIGN REPORT
Fifteen copies of a Forty Percent Predesign Report will
be delivered to the client. This report will summarize
the results of preliminary investigations and modeling.
The intent of the 40 percent Predesign Report is to
allow an early review of initial design concepts and
the overall direction of the project. Consequently,
the report will be terse and will include rough graphic
illustrations. Much of the material may be presented
as tables rather than text.
The report will cover these topics:
o Results of Initial field work and testing
Sediment quality by grain size class
Sediment quality (contaminants found)
Elutriate test results
Offshore survev data
111-23
o Beach nourishment
o Final grading plan
o Utilities relocation
o Sediment traps
o Cost estimates
TASK PI7 — PRELIMINARY ENGINEERING MEETINGS
The consultant will attend and participate in meetings and
other meetings during the course of the preliminary engi-
neering, as requested by the client, up to a total of
16 man-meetings. It is anticipated that these meetings will
include:
o Two periodic procrress and coordination meetings
with the client to present interim findings.
o One agency meeting to present/discuss the
alternatives and the Forty Percent Predesign
Report.
o Two city council meetings; one to present/discuss
the alternatives and the Forty Percent Predesign
Report, and one to present a summary of the
Predesign Report.
TASK PI 8—MANAGEMENT AND ADMINISTRATION
OF PRELIMINARY ENGINEERING
CH2M HILL will provide a Project Director who will be
responsible directlv to the client and will manage the
overall activities of the consulting and subconsulting
staff. He will also be responsible for project-
administration.
111-25
BATIQUITOS LAGOON ENHANCEMENT PLAN PREDESIGN
SCHEDULE
Calendar
Days Milestone
0 Notice to Proceed (including permitting to
open lagoon mouth)
25 From notice to proceed, completion of
Task PI, lagoon instrumentation to calibrate
model
45 From completion of Task PI (or from
permission to access property, if later),
completion of field work and data collection
45 From completion of previous milestone, submit
Fortv Percent Predesign Report
(21) Completion of client review of Forty Percent
Predesign Report
75 Following receipt of client comments, submit
Draft Predesign Report (DPDR)
(21) Client review of DPDR
21 Following receipt of client review of DPDR,
submit Predesign Report
( ) Numbers in parenthesis designate client review time,
BC/002
0o
CL)
Q.
UJ
w
LU
UJLUU.
UJ
O
>crLUw
OzcrLULUz
ozUJ
CO
UJ
D
UJ =*
DHi
t11
(0 COSTSUJa.
CM
1-
co
UJ
cvj
UJ
o
UJ
UJ
in
UJ
(O
UJ
CO
CO
CO
QQ 0fi 0o
QT
£. Q
0-£
If
H-
01
NT
3*
OQ
vTt
-Y
I
Q
t
c_
N
o
cs
s
. s
r
^
-S
§
! -3
11^
^
j
q^fl
O
'£
V. c
*a
a.
d.
o
U
co
cE
0o
1
ct
•v
Q
f
<Q
•O
I
Q
lA
?0^s:CL
4-SUJ
COz
UJa.x
LU
C
Ci
V
Q
«a.
CO_l<I-o11-
ac
O
z<2
7
I
-J
oin
occ
Q.
Ill
f-
co
UJ
111
01u.
CO111o
>cc
UJcc
o•z
cc
UJUJzoz
UJ
N'
HI1-
O
t
^2
V^
7
<r
IL
V,
V-
INT
" \ \ • •\N
\N
oT
j
(X
1
c^r
1
&
O
JO
CO
»-EXPENSESCO
z<i
*(
«»1
•(
1-
00oo
HI
Q.
H
0
CJ1-
co
H
rm
in
HI
COHI
HI
inHI
tO
HI
£n<«a
/>
O
O
_v
0
CX
-£
<S
v^
-X
|
^*<^.
•i"^cr
Q
C
d
<3
Pi
OUP)
ji
c
/
^
rslVpo
^
-^
O
^
^
ev
<>
/-\QVft
c
o
s.
1
(Jj
o
"S
C.
C
^
-t-
^
<
£
o
c
o
<
s
s
i
1
cc
Q
C
^J!
*
1
"SJ
QO
s
• c•»-r
<^^H
<G•>
N
s.
\>"2.
tf
•< ••
«.
T
"1
o\J
>-k<z
C
V
ro
CM
o
^\!
(X
^|
t
iS
I ^
0
(J
_ J
c
C
8
r
^—r-•<s
3
i:
C
V
V
§
(/
^
^t
C3
««•""
y
<
^H«
^ C
^
^»
V;
V
2
^\J
vT
1^rf*
^^M
L
^
c
C
II
C
0,Vj
1
<2
^
~^1
•^
^
>-^1
•^r
iff
N
i
0^
\
r\VJ
C
c
"3
V
cc
C-
j
• c
i-^-
Q
t
i
1
s
0
—r—
Q
0
V
c£
»c
P
S1
d
LL
0
o
V
-C
Q.
K\
s *
tft
T;
c
^1
^
tT
"U
tv
••
-^
-t-. <c^•^™
V
•>
1S.
^
^
^c
0
00
FOTALSHI
COz
HIQ.
X
HI
^
^P**
Z—
g
CO
NHOUR TOTAL2
IN
-3
TOT^IL.0
_i
"C^
*^
*<»r
~S^
*^
i
TV
Vr« N
*^T" *—
^sj
\J
S
^ P
' j
A ^
•^j
>~
hiikk
oruary 1937
BATIQUITOS LAGOON
SOIL ANALYSIS BREAKDOWN
EPA AND CORPS OF ENGINEERS CRITERIA
o
LT>
(N
01
acu
•rH
CO
"3
4J
r"53
• r-t
X
r—I3
TEST
^^v
Particle Size
Total Organic Carbon
Carbon
METHOD
Sieve/Hydrometer
3-73
oo
oco
o.
M
Total Inorganic Carbon 3-73
Heavy Metals listed
PCB/Pesticides listed
% Solids 3_54
% Volatile Solids
pH 3-51
Eh 3-52
Cation Exchange Capacity 3-23
Chlorine Demand 3-368
BOD 3-380
COD " 3-393
SOD 3-399
Herbicides(Chlorophenoxy listed
acids)
Carbamates GC/HPLC
Phenolics
Sulfides
Specific gravity
Nitrogen
Ammonia(sed)
TKN (sed)
Organophosphorus
Pesticides
Phosphorus
Total Phosphates
= Organic Phosphates
Oil & Grease
Metals(Priority Pollutant)
Cyanide
Acid Extractables GC/MS
Base-Neutral Ext. GC/MS
Volatiles - GC/MS
Chlorophenoxy Herbicides
Total Phenolics
_Pesticide/PCB's
REFERENCES:
below
below
below
Modified .632
listed below
3-243
3-61
3-154
3-201
8140
3-227
3-232
3-284
8270
8270
8240
8150
3-355
8080
REFERENCE
ASTM/D422
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(1)
(-2J
(1)
(1)
(1)
(1)
(3)
(1)
(1)
(1)
(3)
(3)
(3)
(3)
(3)
(3)
(1)
(3)
COST
$ 85.00
60.00
60.00
13.50
Field Measurement
Field Measuremeiv
15.00
50.00
25.00
24.00
not set up
228,.QD
45.00
35.00
10.00
17.00
228.00
13.00
13.00
35.00
203.00
35.00
223.00
343.00
245.00
120.00.
45.00
237.00
$2,4QTT50
(1) Procedures for Handling and Chemical Analysis of Sediment and Water
198
Oct.
Samples. Plumb, —... r — —3
(2) 40CFR Part 136, Oct. 26, 1984
(3) Test Methods for Evaluating Solid Waste,
ling and Chemical Analysis of Sediment
1 EPA/Corp of Engineers EPA-4805572010
. 26, 1984
EPA SW846
8
OUJ
OcrQ.
UJ
CO
LU
LU
UJU.
CO
LU
O
>crLU
CO
OzcrLU
LUz
CDz
LU
N
UJ
111
61
o
oJ
CO
CO
COoo
UJQ.
n
UJ
CJ
UJ
CO
UJ
UJ
m
UJ
cou
M
\1\
'frO
X
0
V
03
§
N S
8M
Q co
r-
X.
CO
v_-
J">EXPENSE TOTALS*t—
O
>•
vj
ib
V-
CO
cr3
OZ
MX
cr
8
\
o"Io.(£a.
UJi-
COIII
UJ
UJu.
CO
UJo
dc
UJco
O
E
UJ
UJ
o
UJ
Ul
<o
J-
§
ui
1L
coHcoOu
Ula
CM
n
Ul
CM
Ul
«Ul
Ul
Ul
CO
Ul
CO
iCO
Q
o.
J
Oo
id
*•*4f
i£
ID
M
to
CO
O
Ul
COz
Ul
0.X
I Ul
&\J
M
VJ
-f
CO_l
o
X
<
7
8
1oe-P
C
UJ
o
o
UJ
Occa.
UJ
CO
UJ
UJ
UJU.
CO
UJo
cr
UJ
CO
o
E
UJ
UJ
oz
UJ
VQ
N
CO COSTSUla.
CM
CJ
UJ
CNJ
UJ
m
UJ
UJ
U)
UJ
«o
UJ
X
CO<
s
CO
Qo
QM
Q.
1
V
N
di
Q
1
Q
~b<s
-^
BJ
U
0
Q.
etf
«?^c
^
c s
1
vj
(
Q.
- v •
C
SN'>
\t\]c
Q.
£
V,
a Cc
c
I
?
IE
^v
s*4
S
EXPENSE TOTALSCO-I
Ho
ct
MANH
E
<;
LT C
IDLE
BATIQUITOS LAGOON PRELIMINARY
ENGINEERING TASK COMPLETION SCHEDULE
Complete lagoon Instrumentation
and calibration
Completion of field work and
data collection
Submit 4-0-percent Predesign
Report
Submit Draft Predesign
Report
Submit Final Predesign
Report
25 days after authorization
to proceed
45 days after lagoon instru-
mentation
45 days after field work
75 days after receiving client
review of 40-percent report
21 days after receiving client
review of draft
IT D
i COST
BATIQUITOS LAGOON PRELIMINARY ENGINEERING
COST ESTIMATE SUMMARY
FEBRUARY 22, 1987
Approx.
Days to
Task Fee Finish
P1 Lagoon Instrumentation $37,000 30
P2 Model Circulation 42,000 180
P3 Model Circulation 26,000 180
P4 Existing Data 6,000 30
P5 Bathymetric Survey 12,000 30
P6 Soils Analysis 44,000 60
P7 Tidal Inlet 43,500 200
P8 Water Quality 22,000 200
P9 Environmental 4,000 190
P10 Mapping 10,000 45
P11 Dredging 30,000 100
P12 Gasline 4,200 200
P13 Sediments 41,000 270
P15 Beach Nourishment 29,000 200
P16 Engineering 16,000 260
P17 Meetings 10,000 230
P18 Administration 10,000 270
P19 Avifauma 5,500 130
TOTAL: $392,200 270
BATIQUITOS LAGOON PRELIMINARY
ENGINEERING - CONSULTANT'S
HOURLY FEE SCHEDULE
.r E
i' FEES
I.CH2M HILL
Classification
Engineer 8
Engineer 7
Engineer 6
Engineer 5
Engineer 4
Engineer 3
Engineer 2
Engineer 1-
Technician 5
Technician 4
Technician 3
Technician 2
Technician 1
Office
Tech Aid
Hourly Rate
$96.50
91.25
82.00
78.50
73.75
63.50
49.75
43.75
66.26
55.50
48.00
40.25
34.75
31.00
28.00
II.TEKMARINE
Classification
Principal Engineer (Sonu)
Senior Engineer
Technician
Secretary
Hourly Rate
$80
62
36
25
IBIT E
£ 2
III. MICHAEL BRANDMAN ASSOCIATES, INC.
Classification Hourly Rate
Principal $100 to 135
Director 75 to 100
Senior Project Manager 60 to 80
Project Manager/Project Planner 45 to 65
Graphics Designer 35 to 45
Research Analyst 35 to 45
Word Processor/Administrative Assistant 35 to 40
Clerical 30
..HIBIT F
SPECIAL INSURANCE ENDORSEMENT NO. 91
Notwithstanding any inconsistent statement In the policy to vAiich the
endorsement is attached or any endorsement now or hereafter attached thereto, it
is agreed (1) the City of Los Angeles, the Board of Harbor Cotmnissioners, the
Harbor Department, and its officers, agents, and employees; and (2) the City of
CARLSBAD, and its Board, its officers, agents and employees vMle acting within
the scope of their authority, are included as additional insureds with respect
to liabilities assumed by the CONSULTANT pursuant to Agreement approved on April
21, 1987 by Resolution No. 9028 between CONSULTANT and the City of CARLSBAD.
Such insurance is to be primary and not contributing with any other maintained
by said additional insureds. The policies listed below shall apply severally as
to each insured except that the inclusion of more than one insured shall not
operate to increase the limit of the Company's liability; and the inclusion
thereunder of any person or organization as an insured shall not affect any
right which such person or organization would have as a claimant if not so
included.
Name Insured and Address: CH2M Hill, Inc.. 2510 Red Hill Avenue, Suite A
Santa Ana. Ca 92706
COVERAGES TO
WHICH THIS EFFECTIVE
ENDORSEMENT DATE OF POLICY POLICY LIMITS OF INSURANCE
ATTACHES ENDORSEMENT NUMBER PERIOD LIABILITY COMPANY
GL 4/21/87 2-86- 4-1-87-88 2,000,000 General
MXC-621- Aggregate
2050
1,000,000 Each
Occurrence
Fireman's
Fund Ins.
The policy(ies) shall not be cancelled or reduced in coverage until after the
Board of Harbor Commissioners and the City Attorney of the City of Los Angeles
and the City of Carlsbad and its City Attorney have each been given thirty (30)
days prior written notice by certified mni'l, return receipt requested, addressee!
as follows:
Board of Harbor Commissioners
P.O Box 151
San Pedro, California 90733
Office of the City Attorney
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008-1989
Office of the City Attorney
P.O Box 151
San Pedro, California 90733-0151
There are no deductibles or self-insured retentions unless otherwise noted.
($ deductible (or self-insured retention) for
General Liability coverage.)
APPROVED AS TO FORM
OAMES K. HAHN, City Attorney
City of Los Angeles
Cit
Fireman's Fund Insurance Company
INSURANCE COMPANY
ADDRESSi 2911 Second Avenue, Seattle, WA 98121
By '.'-_••/• ':\~ ' • ..;'AUTHORIZED OFHCER ~
(No facsimile signature accepted)
TITLE: Assistant Vice President
ADDRESS: 2911 Second Avenue
TELEPHONE: (206) 443-2300
DATE: 4/21/87
AjfooVED-j A$\ TO^ FOR*
i U7K/ ntf* fM f, City Attorney
*Approved as to form by Ray Bender
Executed by Vincent F. Biondo, Jr.
pursuant to telephone authorization
of April 23, 1987 at 8:50 a.m.
-2-