HomeMy WebLinkAbout1999-11-02; City Council; Resolution 99-479- II a
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RESOLUTION NO. 99-479
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, TO APPROVE AN AGREEMENT WITH CAMP DRESSER
AND MCKEE (CDM) CONSULTANTS TO PROVIDE FINAL
ENGINEERING DESIGN SERVICES FOR THE SOUTH AGUA
HEDIONDA REACH SAH3 WASTEWATER CONVEYANCE FACILITIES;
CMWD PROJECT NO. 92-406 SAH3, CONTRACT NO. 35831.
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7 WHEREAS, Requests for Proposals were requested to provide the necessary engineel
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engineering design services; and l4
of the work to be performed and as the most responsive in meeting the objectives of the fi l3
the staff recommended Camp Dresser and McKee Consultants based on a good understand l2
Consultants, KennedyIJenks Consultants and Malcom Pirnie; and after review of the propos; 11
and responses were received from Brown and Caldwell, Camp Dresser and WlcKee (C[ 10
Hedionda Reach SAH3 Wastewater Conveyance Facilities; CMWD Project No. 92-406 SA 9
design services for final design and construction engineering services for the South A!
15 WHEREAS, the City Council of the City of Carlsbad, California, has determinec
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necessary and in the public interest for approval and acceptance of a proposal from Ca
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Dresser and McKee Consultants to prepare a final design, and construction engineering servic
for the South Agua Hedionda Reach SAH3 Wastewater Conveyance Facilities; CMWD Proj
I’ No. 92-406 SAH3; and
20 WHEREAS, funds in the amount of $2,442,000 have been appropriated in the 1998-
*I budget for the South Agua Hedionda Interceptor Phase I, and the engineering design services
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92-406 SAH3, is $460,348 plus an additional $50,000 for contingencies for a total of $510,3L 23
the South Agua Hedionda Reach SAH3 Wastewater Conveyance Facilities; CMWD Project F
therefore, there are sufficient funds available for this project. 24
25 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsb;
26 California, as ~OIIOWS:
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1. That the above recitations are true and correct.
2. That the attached agreement between Camp Dresser and McKee (CDM) Consultar
and the City of Carlsbad be approved and accepted; and
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3. That the Mayor, as representative of the City of Carlsbad, is authorized and direct€
execute the proposed agreement between Camp Dresser and McKee (CDM) Consultants anc
City of Carlsbad for an amount of $460,348 plus an additional $50,000 provided for contingen
for a total of $510,348.
PASSED, APPROVED AND ADOPTED at a regular meeting of the Carlsbad City Col
held on the 2nd day of November , 1999 by the following vote, to wit:
AYES: Council Members Lewis, Hall, Finnila, Nygaard and Kulchin
NOES: None
ATTEST:
(SEAL)
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AGREEMENT
THIS AGREEMENT is made and entered into as of the 2nd day
November , 19 - 99, by and between the CITY OF CARLSBAD, a municipal corporatic
hereinafter referred to as "City", and CAMP DRESSER & MC KEE (CDM) INCORPORATED,
Massachusetts corporation , hereinafter referred to as "Contractor."
RECITALS
City requires the services of an independent Contractor to provide the necessary desig
services for preparation of A Sewer Lift Station, Dual Force Mains and A Gravity Sewer Extensio,
and Contractor possesses the necessary skills and qualifications to provide the services required by tt
City;
NOW, THEREFORE, in consideration of these recitals and the mutual covenants containe
herein, City and Contractor agree as follows:
1. CONTRACTORS OBLIGATIONS
See attached Exhibit "A".
2. CITY OBLIGATIONS
The City shall provide plat maps and legal descriptions for any additional permanent an1
temporary construction easements.
2.1 Site Access - City shall be fully responsible for obtaining the necessary acces
authorizations to allow Contractor, its agents, subcontractors and representatives, to hav
access to all areas of public and private property as required by the Contractor in order t'
perform its services under this Agreement.
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3. PROGRESS AND COMPLETION
The work under this contract will begin within ten (IO) days after receipt of notification to procc
by the City Engineer or designee and be completed within seven hundred thirty (7:
[wwK~g/calendar] days of that date. Extensions of time may be granted if requested by the Contrac
and agreed to in writing by the City Engineer or designee. The City Engineer or designee will g
allowance for documented and substantiated unforeseeable and unavoidable delays not caused by
lack of foresight on the part of the Contractor, or delays caused by City inaction or other agencies' la
of timely action.
4. FEES TO BE PAID TO CONTRACTOR
The total fee payable for the services to be performed shall be Three Hundred Eighty Nit
Thousand, Five Hundred Fifty Eight ($ 389,558) Dollars for design services and Seven
Thousand, Seven Hundred Ninety ( $ 70,790) Dollars for construction support services totalir
Four Hundred Sixty Thousand, Three Hundred Forty Eight $ 460,348 Dollars. No 0th
compensation for services will be allowed except those items covered by supplemental agreements pt
Paragraph 8, "Changes in Work." The City reserves the right to withhold a ten percent (IOo/,) retentic
until the project has been accepted by the City.
Incremental payments, if applicable, should 'be made as outlined in attached Exhibit "A."
5. DURATION OF CONTRACT
This agreement shall extend for a period of two (2) years from date thereof. The contract ma
be extended by the City Manager for two (2) additional one (I) year periods or parts thereof, base
upon a review of satisfactory performance and the City's needs. The parties shall prepare extensions i
writing indicating effective date and length of the extended contract.
6. PAYMENT OF FEES
Payment of approved items on the invoice shall be mailed to the Contractor within 30 days c
receipt of the invoice.
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7. FINAL SUBMISSIONS
The Contractor shall deliver to the City the following items on the specified dates:
Deliverable Item
Site Plan, Landscape Plan, Building Elevations Delivery Date
FEB. 01,2000 10 YO Design Report
JAN. 01,2000 and Architectural Renderings (2 sets)
50 % Design Submittal
JUL. 01,2000 90 YO Design Submittal
APR. 05,2000
100 % Design Submittal AUG. 15,2000
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8. CHANGES IN WORK
If, in the course of the contract, changes seem merited by the Contractor or the City, a
informal consultations with the other party indicate that a change in the conditions of the contract
warranted, the Contractor or the City may request a change in contract. Such changes shall L
processed by the City in the following manner: A letter outlining the required changes shall be forwardc
to the City by Contractor to inform them of the proposed changes along with a statement of estimatt
changes in charges or time schedule. A Standard Amendment to Agreement shall be prepared by tt
City and approved by the City according to the procedures described in Carlsbad Municipal Coc
Section 3.28.1 72. Such Amendment to Agreement shall not render ineffective or invalidate unaffecte
portions of the agreement.
9. COVENANTS AGAINST CONTINGENT FEES
The Contractor warrants that their firm has not employed or retained any company or persol
other than a bona fide employee working for the Contractor, to solicit or secure this agreement, and th;
Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, an
fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, c
resulting from, the award or making of this agreement. For breach or violation of this warranty, the Cit
shall have the right to annul this agreement without liability, or, in its discretion, to deduct from th
agreement price or consideration, or otherwise recover, the full amount of such fee, commission
percentage, brokerage fees, gift, or contingent fee.
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10. NONDISCRIMINATION CLAUSE
The Contractor shall comply with the state and federal laws regarding nondiscrimination.
1 I. TERMINATION OF CONTRACT
In the event of the Contractor's failure to prosecute, deliver, or perform the work as provided
in this contract, the City Manager may terminate this contract for nonperformance by notifying 1
Contractor by certified mail of the termination of the Contractor. The Contractor, thereupon, has five '
working days to deliver said documents owned by the City and all work in progress to the Deputy C
Engineer. The Deputy City Engineer shall make a determination of fact based upon the documer
delivered to City of the percentage of work which the Contractor has performed which is usable and
worth to the City in having the contract completed. Based upon that finding as reported to the C
Manager, the Manager shall determine the final payment of the contract.
This agreement may be terminated by either party upon tendering thirty (30) days written notil
to the other party. In the event of such suspension or termination, upon request of the City, tl
Contractor shall assemble the work product and put same in order for proper filing and closing a1
deliver said product to City. In the event of termination, the Contractor shall be paid for work performc
to the termination date; however, the total shall not exceed the lump sum fee payable under paragrar
4. The City Manager shall make the final determination as to the portions of tasks completed and tt
compensation to be made.
12. CLAIMS AND LAWSUITS
The Contractor agrees that any contract claim submitted to the City must be asserted as part t
the contract process as set forth in this agreement and not in anticipation of litigation or in conjunctio
with litigation. The Contractor acknowledges that if a false claim is submitted to the City, it may b
considered fraud and the Contractor may be subject to criminal prosecution. The Contract(
acknowledges that California Government Code sections 12650 et sea., the False Claims Act, provide
for civil penalties where a person knowingly submits a false claim to a public entity. These provision
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include false claims made with deliberate ignorance of the false information or in reckless disregarc
the truth or falsity of information. If the City of Carlsbad seeks to recover penalties pursuant to the Fi
Claims Act, it is entitled to recover its litigation costs, including attorney's fees. The Contrac
acknowledges that the filing of a false claim may subject the Contractor to an administrative debarmi
proceeding wherein the Contractor may be prevented to act as a Contractor on any public work
improvement for a period of up to five years. The Contractor acknowledges debarment by anott
jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor from the selection process.
(Initial) hfi
The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32;O
pertaining to false claims are incorporated herein by reference. I
(Initi &dL
13. JURISDICTION
Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution
any disputes between the parties arising out of this agreement is San Diego County, California.
14. STATUS OF THE CONTRACTOR
The Contractor shall perform the services provided for herein in Contractor's own way as i
independent Contractor and in pursuit of Contractor's independent calling, and not as an employee
the City. Contractor shall be under control of the City only as to the result to be accomplished, but shz
consult with the City as provided for in the request for proposal. The persons used by the Contractor 1
provide services under this agreement shall not be considered employees of the City for any purpose
whatsoever.
The Contractor is an independent Contractor of the City. The payment made to the Contractc
pursuant to the contract shall be the full and complete compensation to which the Contractor is entitled
The City shall not make any federal or state tax withholdings on behalf of the Contractor or it
employees or subcontractors. The City shall not be required to pay any workers' compensatio
insurance or unemployment contributions on behalf of the Contractor or its employees or subcontractors
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The Contractor agrees to indemnify the City within 30 days for any tax, retirement contribution, so(
security, overtime payment, unemployment payment or workers' compensation payment which the C
may be required to make on behalf of the Contractor or any employee or subcontractor of the Contrac
for work done under this agreement or such indemnification amount may be deducted by the City frc
any balance owing to the Contractor.
The Contractor shall be aware of the requirements of the Immigration Reform and Control Act
1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility I
employment of all agents, employees, subcontractors and Consultants that are included in tt
agreement.
15. CONFORMITY TO LEGAL REQUIREMENTS
The Contractor shall cause all drawings and specifications to conform to all applicat
requirements of law: federal, state and local. Contractor shall provide all necessary supportir
documents, to be filed with any agencies whose approval is necessary.
The City will provide copies of the approved plans to any other agencies.
16. OWNERSHIP OF DOCUMENTS
All plans, studies, sketches, drawings, reports, and specifications as herein required are th
property of the City, whether the work for which they are made be executed or not. In the event th
contract is terminated, all documents, plans, specifications, drawings, reports, and studies shall t
delivered forthwith to the City. Contractor shall have the right to make one (1) copy of the plans for i
records.
17. REPRODUCTION RIGHTS
The Contractor agrees that all copyrights which arise from creation of the work pursuant to thi
contract shall be vested in City and hereby agrees to relinquish all claims to such copyrights in favor c
City.
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18. HOLD HARMLESS AGREEMENT
Contractor agrees to indemnify and hold harmless the City of Carlsbad and the Carlst
Municipal Water District and its officers, officials, employees and volunteers from and against all clain
damages, losses and expenses including attorney fees arising out of the performance of the WI
described herein caused in whole or in part by any willful misconduct or negligent act or omission of 1
Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone :
whose acts any of them may be liable.
19. ASSIGNMENT OF CONTRACT
The Contractor shall not assign this contract or any part thereof or any monies due thereunc
without the prior written consent of the City.
20. SUBCONTRACTING
If the Contractor shall subcontract any of the work to be performed underthis contract by tl
Contractor, Contractor shall be fully responsible to the City for the acts and omissions of Contractor
subcontractor and of the persons either directly or indirectly employed by the subcontractor, ;
Contractor is for the acts and omissions of persons directly employed by Contractor. Nothing contain€
in this contract shall create any contractual relationship between any subcontractor of Contractor and tt
City. The Contractor shall bind every subcontractor and every subcontractor of a subcontractor by tt
terms of this contract applicable to Contractor's work unless specifically noted to the contrary in th
subcontract in question approved in writing by the City.
21. PROHIBITED INTEREST
No official of the City who is authorized in such capacity on behalf of the City to negotiate, makf
accept, or approve, or take part in negotiating, making, accepting, or approving of this agreement, sha
become directly or indirectly interested personally in this contract or in any part thereof. No officer c
employee of the City who is authorized in such capacity and on behalf of the City to exercise an
executive, supervisory, or similar functions in connection with the performance of this contract sha
become directly or indirectly interested personally in this contract or any part thereof.
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22. VERBAL AGREEMENT OR CONVERSATION
No verbal agreement or conversation with any officer, agent, or employee of the City, eit
before, during or after the execution of this contract, shall affect or modify any of the terms or obligatic
herein contained nor entitle the Contractor to any additional payment whatsoever under the terms of 1
contract.
23. SUCCESSORS OR ASSIGNS
Subject to the provisions of Paragraph 17, "Hold Harmless Agreement," all terms, conditions, E
provisions hereof shall inure to and shall bind each of the parties hereto, and each of their respect
heirs, executors, administrators, successors, and assigns.
24. EFFECTIVE DATE
This agreement shall be effective on and from the day and year first written above.
25. , CONFLICT OF INTEREST
The City has determined, using the guidelines of the Political Reform Act and the City's conflid
interest code, that the Contractor will not be required to file a conflict of interest statement as
requirement of this agreement. However, Contractor hereby acknowledges that Contractor has the le!
responsibility for complying with the Political Reform Act and nothing in this agreement releas
Contractor from this responsibility.
26. INSURANCE
The Contractor shall obtain and maintain for the duration of the contract and any and
amendments insurance against claims for injuries to persons or damage to property which may arise (
of or in connection with performance of the work hereunder by the Contractor, his agen
representatives, employees or subcontractors. Said insurance shall be obtained from an insuran
carrier admitted and authorized to do business in the State of California. The insurance carrier
required to have a current Best's Key Rating of not less than "A-:V" and shall meet the City's policy 1
insurance as stated in Resolution No. 91-403.
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A. Coverage's and Limits.
Contractor shall maintain. the types of coverage's and minimum limits indicated herein, unles:
lower amount is approved by the City Attorney or City Manager:
1. Comprehensive General Liability Insurance. $1,000,000 combined single-limit F
occurrence for bodily injury, personal injury and property damage. If the submitted policies conti
aggregate limits, general aggregate limits shall apply separately to the work under this contract or 1
general aggregate shall be twice the required per occurrence limit.
2. Automobile Liability (if the use of an automobile .is involved for Contractor's work for 1
City). $1,000,000 combined single-limit per accident for bodily injury and property damage.
3. Workers' Compensation and Employer's Liability. Workers' Compensation limits
required by the Labor Code of the State of California and Employer's Liability limits of $1,000,000 F
accident for bodily injury.
4. Professional Liability. Errors and omissions liability appropriate to the contract0
profession with limits of not less than $1,000,000 per claim. Coverage shall be maintained for a period
five years following the date of completion of the work.
9. Additional Provisions.
Contractor shall ensure that the policies of insurance required under this agreement contain,
are endorsed to contain, the following provisions.
1. The City and the Carlsbad Municipal Water District shall be named as additional insurec
on all policies excluding Workers' Compensation and Professional Liability.
2. The Contractor shall furnish certificates of insurance to the City before commencement f
work.
3. The Contractor shall obtain occurrence coverage, excluding Professional Liability whic
shall be written as claims-made coverage.
4. This insurance shall be in force during the life of the agreement and any extension therec
and shall not be canceled without 30 days prior written notice to the City sent by certified mail.
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5. If the Contractor fails to maintain any of the insurance coverages required herein, tt
the City will have the option to declare the Contractor in breach, or may purchase replacement insurar
or pay the premiums that are due on existing policies in order that the required coverages may
maintained. The Contractor is responsible for any payments made by the City to obtain or maintain SL
insurance and the City may collect the same from the Contractor or deduct the amount paid from E
sums due the Contractor under this agreement.
27. RESPONSIBLE PARTIES
The name of the persons who are authorized to give written notices or to receive written noti
on behalf of the City and on behalf of the Contractor in connection with the foregoing are as follows:
FOR CITY FOR CONTRACTOR
Title Dew& Citv Enaineer Title Princioal
Name llllam E. Plummer. P F Name Jeff Monwif
Address 5950 FI Camino Real Address 1975 Paiomar Oaks Wav. Ste. 300
Citv. State Carlsbad. California 97008 Citv. State Carl&xj. California 97008
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umber: 39783 (RceI
28. BUSINESS LICENSE
Contractor shall obtain and maintain a City of Carlsbad Business License for the duration of tt
contract.
29. ENTIRE AGREEMENT
This agreement, together with any other written document referred to or contemplated hereir
embody the entire agreement and understanding between the parties relating to the subject matt6
hereof. Neither this agreement nor any provision hereof may be amended, modified, waived c
discharged except by an instrument in writing executed by the party against which enforcement of suc
amendment, waiver or discharge is sought.
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Ill
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30. FORCE MAJEURE
Any delays in or failure of performance by Contractor shall not constitute a default under t
Agreement if such delays or failures of performance are caused by Occurrences beyond the reasonal
control of Contractor, including “acts of God; compliance with any order of any governmental authori
and act of war or terrorism.
Executed by Contractor this day0 f 3 19.-. n
CONTRACTOR:
CAMP DRESSER & MC KEE, INC., a Massachusetts corporation
(name of Contractor)
By: . i?5@22- (sign here) *
K.~II~ \Wurn-LuH, sr dice VtGbd- (print name/title)
ATTEST:
By: (sign here) KRANZ, City Cicirk
sistant City C1
(print name/title)
(Proper notarial acknowledgment of execution by Contractor must be attached.)
(Chairman, president or vice-president and secretary, assistant secretary , CFO or assistant treasure
must sign for corporations. Otherwise, the corporation must attach a resolution certified by the secretar
or assistant secretary under corporate seal empowering that offcer(s) signing to bind the corporation.)
(If signed by an individual partner, the partnership must attach a statement of partnership authorizing thl
partner to execute this instrument.)
APPROVED AS TO FORM:
RONALD R. BALL City Attorney
BY CMWD 92-406SAH3
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Exhibit
SOUTH AGUA HEDIONDA REACH 3 WASTEWATER
CONVEYANCE FACILITIES
FEE SUMMARY
Design Services
Task 1-Project Administration and Meetings
Task 2-Surveying
Task 3-10%0 Design Report
Task 4-50%0 Design
Task 5-90% Design
Task 6-final Design
Total, Design Services:
Optional Services
Prepare Two Bid Packages
Additional Geotechnical Investigations
$24,325
19,100
44,840
130,702
116,280
54,311
$389,558
$3,440
7,210
Construction Support Services 60,140
Total, Optional Services: $70,790
PRB:kssW:\COOPER\CARMWD\rk99lOllwClltr.doc
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Exhibit E
Scope of Work
Task 1 - Project Administration and Meetings
I .I Project Administration
Project administration includes budget and schedule monitoring, preparation an(
review of invoices, general project management through the life of the contract,
and preparation of monthly status reports.
1.2 Meetings
CDM will prepare for and attend six (6) project meetings. We will provide an
agenda and distribute meeting minutes from each meeting. At the project
kick-off meeting, the CDM Team will discuss project criteria and desired
preferences with CMWD staff. Expected meetings and anticipated dates are:
Kick-off Meeting October 19,1999
Interim Review during 10% Design: January 5,2000 10% Design Review: February 16,2000 (after review comments
Interim Review during 50% Design: April 20,2000 (after review comments are
50% Design Review: May 3,2000 (after review comments are
90% Design Review: July 17,2000 (after review comments are
are available)
available)
available)
available)
Task 2 - Surveying
2.1 Field Surveys
In this task, the CDM Team will establish control for aerial mapping, obtain
profile along access road (950 feet) to lift station site, obtain spot elevations at lift
station site, obtain invert elevations at connection points to existing sewer lines.
Right-of-way will also establish bench mark and base lines in vicinity of the lift
station and pipelines for use during construction.
2.2 Aerial Mapping
This task involves providing aerial mapping of the lift station site, approximately
6,000 feet of 200-foot wide pipeline corridor and 950 feet of 200-foot wide access
roadway corridor. Mapping shall be provided at 1"=40' scale with 2' contour
intervals.
CDM Camp Dresser 6r McKee 1-1
H.\COOPER\CARMWD\SCOPE.WPD
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Exhibit
2.3 Boundary Research, Supervision, and Record Map
In this task, we will add site boundaries and easement lines to topographic ~
mapping, supervise survey efforts, attend two meetings, and prepare record ma.
for lift station site, pipelines, and access road.
Task 3 - 10% Design Report
3.1 Peak Flow Analysis
The peak flow into the lift station will be determined using the diurnal cufve of
flow rates into the Raceway Lift Station and average daily flows from tributary
areas; all provided by CMWD. Results will be shown graphically on an area ma]
showing project features, landmarks, and roadways.
3.2 Velocity Analysis
An analysis for downsizing the force main will be prepared, using present worth
as the basis for comparison. The analysis shall consider use of variable frequenq
drive units for pumps for varying flow velocities in various pipeline sizes,
starting with a maximum diameter of 18-inches.
3.3 Total Dynamic Head (TDH) and Capacity Analysis
This task will identify TDH requirements and flows for a dual pump operation,
considering the expected flow rates, pipeline lengths and materials. CDM will
develop the system head curve.
3.4 Preliminary Pump Selections
Pump selection will be from not more than three manufacturers. Catalog
head-capacity curves will be shown on the system head curve, idenhfying pump
operating points. Results will be shown for not more than three operating speeds
highest, mid-point and recommended minimum speed.
3.5 Surge Analysis
The expected transient pressures will be determined using Surge 5 software.
Two analyses will be made: one for the worst case (highest velocities in force
main), and one for average daily flows in the recommended force main selection.
Recommendations will be provided for surge control system.
~
~ 3.6 Force Main Detention Time Analysis
1 Using a flow rate of 1/8 the average daily flow, detention times will be reviewed
for a single 18-inch diameter force main. Discussion will be provided regarding
expected problems from lengthy detention times.
CDM Camp Dresser & McKee 1 -2
H:\COOPER\CARMWO\SCOPE.WPD
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Exhibit
3.7 Utility Source Investigations
Identify project needs for electrical power, reclaimed water, potable water, and
telemetry-phone lines. Contact utility company representatives to identify
location of existing facilities, and preliminary routing to project site. Show result
on vicinity map.
3.8 Site and Access Road Layout Plan
The site plan will show the footprint of all facilities, including the below ground
lift station. Features (manholes, flow meter, access pits/caissons) necessary for
pipeline installations and located on the lift station site will be shown, providing
an overview of how both projects will be coordinated. The site plan will show
locations of the generator (with and without an enclosing building), retaining
wall, and maintenance vehicle driveways and turning movements. The access
road alignment will be shown on a separate drawing. All drawings will be
prepared at 1"=40 foot maximum scale.
3.9 Line of Sight Study
Ground profiles will be developed between the Visitor Information Center and
the lift station site for each above ground facility located at the lift station site.
Provide presentation drawings and cross sectional views, to include:
Two cross-sectional views from visitors center to Lift Station, one prepared
as rendering, and one prepared using computer simulation; 2 drawings
Illustrative site plan with landscape treatments; 1 drawing
Building elevations with landscape treatments; 2 elevations, 1 drawing
3.1 0 Pipeline Layout Plan
Pipelines will be located on topographic mapping and will be shown in plan only
on topographic mapping with pertinent invert evaluations included. Connection
points, air and vacuum release valve locations for the force mains, junction
structure (at end of dual force mains), temporary construction access, and access
pits will be shown.
3.1 1 Additional Geotechnical Investigations
We recommend an additional three (3) borings along the pipeline corridors be
obtained to further class9 soil types and groundwater elevations. The borings
will be extended down to a level approximately five feet below the pipeline
invert. Boring locations will be located on the pipeline layout plan.
i I CDM Camp Dresser 6r McKee
H\COOPER\CARMWDSCOPE.WPD
1-3
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Exhibit
3.1 2 Submittal/Deliverables
Five copies of the 10% Design Report will be provided, and will include indicate(
drawings.
Task 4 5 50% Design
Drawings will be prepared using AutoCAD Release 14 to depict the lift station
structure, lift station support facilities and appurtenances, access road layout,
waterlines, and the suction and discharge pipelines. Engineering designs will be
performed to size each facility, determine operating conditions, and locate
pipelines. Specific project requirements identified in Section IV-General
Requirements contained in the Request for Proposals will be included. A 50%
Design Report will be prepared to document data, methodology, and
assumptions used for the project designs.
Drawings will show facilities to true scale, sufficiently detailed to show critical
sizes and locations of pipes, pumps, and supporting appurtenances. Specific
details for reinforcing steel, wall sections, roofing, etc. will not be shown with thi:
submittal. Specifications in CSI format will be prepared for facilities not included
in the Standard Specifications for Public Works Construction. Our opinion of the
probable construction cost will be prepared, using the 50% Design Drawings and
Specifications.
Project Considerations
Provide recommendation (in pounds per day) for initial ferric chloride dosage .
rate. The work includes obtaining one wastewater sample and laboratory
analysis of sample to determine hydrogen sulfide concentration. The analysis of
hydrogen sulfide reduction due to travel time in the sewer lines is not included.
Project should be designed to have support facilities housed in a single structure,
if practical. Support facilities include emergency generator, chemical storage,
chemical feed pump, fuel storage, control panels, and electrical switch gear.
Provide fuel storage (provided with generator base) for a 24 hour run time.
Consider an outside wall mounted hoist system, capable of reaching each pump
access hatch, and having sufficient lift height to place pumps and motors onto a
truck bed.
Consider using outside exhaust fans/ventilators for the wet well and pump room
ventilation.
Electrical and controls scope of work is based on utilizing drawings and
specifications previously prepared for the Poinsettia Lift Station project, and
modified for the SAH3 project. Loop descriptions are not included.
CDM Camp Dresser & McKee 1-4
H\COOPER\CARMWD\SCOPE.WPO
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Exhibit,
Status reporting for the facility should include the following data:
Pump motor temperature, primary seal failure, and no flow if pump is ~
running
General alarm from generator control panel
B Alarm indicating no air flow when ventilation system running
Flow rate (from meter)
w Wet well level
Additional status reporting as may be identified in the future by CMWD
APCD permit applications for odor control and the engine generator are noi
included.
A Technical Review Committee meeting will be held to review project direction,
assumptions, system methodology, and conformance to codes, standards, and
regulatory requirements. Drawings, calculations, estimates, and specifications
will be subject to CDM's Quality Assurance and back checking procedures.
Expected drawings included with the 50% submittal:
General Plans
Title sheet, with vicinity and location maps; 1 sheet
General: notes, symbols, abbreviations, design criteria, survey
monument data; 1 sheet
rn Civil Plans
Lift Station Site Plan: at 1"=20' scale; includes surface features and crib
Lift Station Grading Plan: at 1"=20' scale; 1 sheet
Lift Station Yard Piping Plan: at 1"=20' scale, includes drain lines, vent
Lift Station Yard Piping Profiles: at 1"=20' scale; 1 sheet
Access Road Plan and Profile: at 1"=40" scale; 1, sheet (includes
Influent Gravity Sewer Plan and Profile: at 1"=40' scale; 1 sheet
Force Main Plan and Profile: at 1"=40' scale; 5 sheets
Pipeline details: 2 sheets
wall; 1 sheet
piping and waterlines; 1 sheet
waterlines)
Structural Plans
Structural Notes; 1 sheet
Lift Station Floor Plan, Foundation Plan, Sections; 2 sheets
Electrical and Generator Buildings: plan, foundation plan, sections; 3
sheets
CDM Camp Dresser & McKee 1-5
H:lCOOPER\CARMWD\SCOPE.WPD
w w
Exhibit
Pump removal system, including hatch details: 1 sheet
Crib Wall: elevation view, sections; 1 sheet
Structural Details: walls, roofing, pump and equipment pads; 2 sheets
Mechanical Plans
Ducting and Equipment for Wet Well and Pump Room; 2 sheets
Pumps and Communitor Installations: plan view, sections; 3 sheets
Ferrous Chloride Facility: plan and piping: 1 sheet
Mechanical Details: 2 sheets
w Architectural Plans
Lower Floor Plan: wet well, pump room; 1 sheet
Floor Plans: electrical and ferrous chloride buildings ; 1 sheet
Floor Plan: generator enclosure; 1 sheet
Roof Plans: electrical and ferrous chloride buildings; 1 sheet
Elevations: generator, electical and ferrous chloride buildings: 2 sheets
Architectural Details: 2 sheets
w Electrical and Instrumentation Plans
Electrical notes, symbols, abbreviations: 1 sheet
Site plan, utility coordination; 1 sheet
Generator and transfer switch; 1 sheet
Single Line Diagrams: 2 sheets
Lighting Plan: lift station, electrical and ferrous chloride buildings,
Power and Signal Plax 1 sheet
Ladder Logic Diagram: 1 sheet
Piping and Instrument Diagram: 1 sheet
Conduit and Wiring Schedule: 1 sheet
9 Instrumentation Details: 1 sheet
Electrical Details: 2 sheets
generator: 2 sheets
w Specifications
Use "Green Book" as basis, primarily for civil and piping
Additional specifications in CSI format, using CDM standard
specifications modified for project conditions, for disciplines other than
civil.
Contractual sections (bonds, agreement, general conditions, instructions
to bidders, etc.) will be prepared by CMWD.
w Opinion of Probable Construction Cost
A construction cost estimate will be prepared using the 50% design
drawings and specifications, and will be prepared using estimating
guides, quotes from suppliers and vendors, and recent bidding
information.
Deliverable: 5 sets of the 50% Design Report, drawings, specifications and
estimate will be provided to CMWD.
CDM Camp Dresser & McKee 1-6
H:\COOPER\CARMWD\SCOPE.WPD
w W
Exhibit
Task 5 - 90% Design
The 50% drawings and specifications wilI be advanced to complete drawings anc
specifications, to a level suitable for bidding and construction. Review comment
to the 50% submittal will be addressed and incorporated into the drawings and
specifications. The construction cost estimate will be updated to-reflect the new
information contained in the drawings and specifications. The previous 50%
Design Report will be updated to include all new calculations, changes,
methodology, and vendor information. Work will again be subject to CDMs
Quality Assurance procedures.
Additional Drawings
w Landscape and Irrigation Notes: 1 sheet
rn Landscape Plans: for lift station site -1 sheet
Irrigation Plans: for lift station site -1 sheet
Landscape and Irrigation Details - 2 sheets
Deliverables: Five (5) sets of the 90% Design Report, drawings, specifications
and estimate will be provided to CMWD.
Task 6 - Final Design
The 90% Drawings and Specifications will be advanced to final drawings and
specifications, plotted on mylar, signed and stamped. Review comments to the
90% submittal will be addressed and incorporated into the drawings and
specifications. The construction cost estimate will be updated to reflect any
changes. The previous 90% Design Report will be updated to include all new -
calculations, changes, methodology, and vendor information.
Deliverables: Signed and stamped original drawings (on Mylar) and
specifications, five (5) sets of drawing prints and specification copies (after all
signatures affixed), five (5) sets of the Final Design Report and estimate will be
provided to CMWD.
Task 7 - Construction SupporVOptionai Services
7.1
Separate project into two separate bid packages: one package for the force main
installation and one package for the lift station facility ahd influent gravity sewer
pipeline. This work shall be included with construction services, and authorized
by CMWD.
7.2
Provide 3 additional soil borings along pipeline corridors, publish results in letter
report.
CDM Camp Dresser & McKee 1-7
H.\COOPER\CARMWD\SCOPE.WPD
w w
Exhibit
7.3 Construction Support
Generally consists of providing construction support services consisting of -
Submittal reviews.
a Responding to requests for information and change orders.
Preparation of start-up and testing plan, including pumps and instruments
w Daily inspection of the construction work in progress will be provided by
CMWD.
Project Schedule
Presentation Drawings
Presentation drawings shall be provided to CMWD by January 1,2000.
Design
Refer to attached project schedule.
Work Provided by Carlsbad Municipal Water District
1. Legal descriptions and drawings for any additional permanent and
2. Furnish projected flow data to the Lift Station.
3. Furnish a sample drawing with District signature blocks.
4. Designate an inspector for the improvements.
5. CEQA Environmental Documentation prior to beginning final design.
6. Geotechnical Information and additional soil borings.
7. Mitigation site, plans and construction for distributed habitat.
temporary construction easements.
I
I CDM Camp Dresser & McKee 1-8 ' H:~OOPER\CARMWO\SCOPEWPD
Agua Hedionda Reac
~~~~-" NO. ___ CS TUNNEL CIVIL LEAD PROJ ~~~~. " TASK DSGWDFIR ENGR ENGR CIVIL MGR Dwgs. 1. Project Administration and meetings - 1.1 Project Administration and Management
1.2 Meetings Kick-off 6 8
Interim-lO% Design 4
10% Design review
6
4 6
Interim-50% Design ~~ .4 6
50% DesiEreview 4 6
90% Design review 4
82
~.~~-~
_~_-~____ ~" "_~__ 56 " "- ~" ~-~~
- ~" --" " -
.~-_________" " - ~ " - "__- ~- ~-~ - _"
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~ "~~~~- ~.~~ ~ ~~~~~~~~-__ ~ . ~ -
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-
.- ~- -
T8Sk 1 &biota/, Hours: "- ~~~~. 38 0 "-.""o"- 12 .~ ~
__"..__" ." "" ~-~~~~-- ~__ ~. " ~~.~
___-. ~. " " ~-~". ~~~ - ~~~~- "-.
~"~~.. " -. . ~~~ - ~- __-~~"~ . ~~ ~- ~~
""~ - 2. Surveying --~~
2.1
Aerial Mappins 2.2
Field Surveys
Research. Supervision, and Record Maps 2.3 -
~ _~_. -
"-~ 4 "_~ "~__ ""."
" - .~" "~. 1
2 I
2 -~~- --
_______ - .~ ~-~~ "- "
~ ~~ --~. "~~~ Task2 Subtotal, Hours: --
. ~... ~~- .~~ ~-~ _". "____
~ ~~~~ ~ 4 "~__~ 2- "_ 0 "." 0 4
~~ "~_~~_~~- ~_~._~ - ~" "
~ ~. . ". ~ - "~
-~"~ ".~ ~___ ."
~ .~__~~" 3.10% Design Reporl ~ -~ - 3.1
VelocJtAnalysjs 3.2
Peak Flow Analysis
Preliminary Pump Selections 3.4
TDH and Capacity Analysis - - 3.3
-~-
3.5 SliIge Analysis 3.6 For= Main Detentiocirne Analysis ~ ~~ 3.7 UtilltySource Investigations ~~ - 3.8 Site and Access Road Layout Plan
3.9 Line of Sight Study ~- ~ -
.~ ". ~~ -~
- ~-~" "."1_ 2
2
~ ~. -~~ 16
-"~~______ ". -~-. -~. . " - 2
4 16
8
4
12
12
4
16""" ~- .~"-~
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~~ ~~~ ~-~~-.~ 10 _"_~_~~~_
~~~. ~ 40 - -~ ~". 4
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~~~~ " - - -~ ~ -~~- ~ ~~ ~ ~- ~-
-- -~~ -~ .. -~- 2 -____ ~~ ~~~~. . - ~. ~ ~~ ~""-4 36 ~-
~~ ~__"-__"______"_~~ ~~~~-~~~ ~~ .~~~~ 8
4 Presenfation drawin s -- I .~ __~ 1 ~- 3.10
Quality Assurance ReviewflRC
Submittal and Deliverables ~ 3.1 1
-Pipeline Layout Plan- ~~ 6 ~~~~ ~ ~ -~~~~~ . ___"
-~ 1
12
12 2
20 8 2 " ~~". ~ - ~- 48
- .~ 12 ~- ~ ~~ ."~" ~ ~-
~ ~.".~. __~~__ ~~ - - . -~ - ~.. ~~~ ~ ~ -.. ~~~..
~ ~~~ ~ . - -~ Task 3 Subtotel. Hours: ,~~ ~.~ ~ ~ ____~ "" ~__~.~. ___
~~-~ " 8 20 84 - ,. ~- lG- ---.. ..~"~_~ 118 " "~
-~ ~ . " - ~.~ .~ -- "~~~ -~~-~ ~~
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___.."" ."______________ ___" " ~ ~~ ~~ ~ . ~--~
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StructuraI notes
1 Grade Level plans
1 2 Lift station, support building foundation plan
1 1
Roof and wall sections ~ 2
Pump removal system 1 "
2 Structural details
1 Cribwall-elevation, sections ~ - ..~~___- .~~ 1. -
10
HVAC Design 6
Pumps and Cammunitor installations 3 2 40 - FgrLgus chloride facility .
Mechanical details"
~ . ."
- ~~- ~~- ." -~. ~~~" ~ "
- .."" ~~ ~~-
~~~~ ~~~. -~" " ~~~ ~~~ - ~~ ~~
.~ .~ ~- 12 .~ 48
32
"_
___.~~ ~~- ~ 1 121 8 8
~~" " -~~ 2
12
Lift stalower floor plan----" 1
Floor plans-support bldg 1
Roofplans. support building 1
Building elevations 2
Architectural details 2
7
Electrical Design
Landscape design
Specifications 6- 32 16
Construction cost estimate .___~
Quality Assurance Reviews
Submittal and deliverables 1 8
~-~- 12 - ~".
" ~. ~.. .. ~
~"
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___~- - ~ ~~.~~ " ~~
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24 4 - - ~- -
-~ 16 "." ~"
~ ~-~__-~. ~ ~_~_ i.6"~~ ___~
2. ~""~~ Total drawings: Task 5 Subtotal. Hours:
. ~~ 63 " 35 - ~~- 100
ssp ~ ...~ .___ 122. .~ .~-- 260
_____"~.~ - ."" ~~-~--~ ""
~ .- ~""~~ ".~___" -
~ ". . -
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7. Construction SupporVOptional Services
Prepare separate HOD Bid Package 12 6 4 2 -~-~.~"~~ "~""
- " _______". .. ______ "~__ ~"".~.
__~~ .-"
~- .~~ "Additional Geotechnical Investigations-3 Addittonal Borings (Optional Work) -~ - . "~
~~ -~ 4 " 2- - ~-~
-~ - ~ " ~ ~~~~ ~-~ - ~
"
- _~-
" - 16 8 Bidding support -
.~~ 4
~ .- Submittal Reviews ____~
Requests for information, change orders
Field inspections
32 32 16
16 40. 40 - "
-~ " ."~ ~~ ~
~~.~~~~ 24 40 ~~. . ~ .~ "" _"~ ~_~~"~~_____~ ~__. Subtofal, Hours: 64 -~~ ~-~~ ~~~ 128 .~- .~. " ~
72 4 " 0
~- - " " .~
" t
Tasks 16 - " ~
~- 0 12 0 38 82 1. Eojact Administration and management
2. Surveying -
I50 42 4. 500/0 Design
118 3. 10% Design Report 1" 4
114 66 264 ~ 5.90% Design --
6. Final Design
TeSks I-E sub-totals: 181
.~- .
~~ ". o-~. ~
" -260 56 .." 100 122 35 -
4. - ~~~~ ~-~. 2 0
8." 84 ~- 100 20 ~ -~~~ ~
__.~~ -
- 10
756 163 407
128 9 73 60 ~- - - - - ".~ ~
-~ 454 ~~ ~~ ___.______~_
"~ - ~. ~~ - ~.
-~~ ~~~" ." "~. ~~ .~~
- - 7. Construction Phase Services ~" 64 128 ". "
"_~ 72
-." .- ti 4 ~ 4
0
0
2 ." 4 0- 0 0 Additional Geotechnical !n?estiga$is- I Separate HDD Bid Packa 2 fZ ~
3 Additional Borings (Optional Work)
Fee3est.xls