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HomeMy WebLinkAbout2008-06-10; City Council; 19470; Approval with Brown and Caldwell for Design Vista/Carlsbad Interceptor Sewer, Reaches 11B-15, Agua Hedionda Sewer Lift Station11 Mfjl^ AB# 19,470 MTG. 6/10/08 DEPT. ENG Wl 1 1 VXI NSJ-ll Xk.WI_rJ-ll_/ J-lV*k_I^LSJ^ I_ML_I_ APPROVAL OF AGREEMENT WITH BROWN AND CALDWELL FOR THE DESIGN OF THE VISTA/CARLSBAD INTERCEPTOR SEWER, REACHES 11B - 15, AND THE AGUA HEDIONDA SEWER LIFT STATION PROJECT NOS. 3492, 3886, AND 3949 ^DEPT. HEAD£) P^ CITYATTY. Vfy^ CITY MGR. (/A— RECOMMENDED ACTION: Adopt Resolution No. services with Brown and 2008-164 approving the agreement for professional engineering Caldwell for the design of the Vista Carlsbad Interceptor Sewer, Reaches 11B -15, and the Agua Hedionda Sewer Lift Station, Project Nos. 3492, 3886, and 3949. ITEM EXPLANATION: Project Background: The Vista/Carlsbad (V/C) Interceptor Sewer was constructed in 1965 and is jointly-owned by the City of Vista and the City of Carlsbad. The alignment, approximately eight miles in length within the City of Carlsbad, extends from just west of College Boulevard and Highway 78 to the Encina Water Pollution Control Facility (Encina). There are two lift stations within the alignment, the Buena Vista Lift Station, and the Agua Hedionda Lift Station (see Exhibit 1). Both are maintained and operated by the Encina Wastewater Authority through a joint agreement. The upper reaches of the Vista Carlsbad Sewer System from VC1 through VC11A have been replaced or rehabilitated in recent years, with the exception of the Buena Vista Force Main (VC4), which is currently in design for replacement. The Agua Hedionda Lift Station and the adjacent trestle bridge supporting the sewer across the Agua Hedionda Lagoon are nearing the end of their useful life and need to be replaced. The Agua Hedionda Lift Station is the City's largest sewer lift station, which will be designed to convey up to 33 million gallons of wastewater per day to Encina. The remaining portion of the gravity sewer to Encina, approximately two miles in length, does not have adequate capacity to meet estimated future flows. Furthermore, this reach of interceptor sewer has been identified for replacement in Carlsbad's 2003 Sewer Master Plan to address the capacity deficit. In 2006, the City selected the engineering firm of Brown and Caldwell to investigate alternative site locations for the replacement lift station and alignment alternatives for the sewer. Brown and Caldwell completed the site and alignment study and developed a conceptual design for the new facilities. Project Description: The preferred design concept includes replacement of the existing wood trestle bridge with a new concrete bridge, construction of a new lift station approximately 50-feet east of the current facility, and construction of a new parallel force main and gravity sewer to provide increased reliability to the sewer system. The new gravity sewer will be constructed in Avenida Encinas and a portion of the new sewer will likely require installation by microtunneling or similar technology. The existing gravity sewer downstream of the lift station will continue to be utilized to convey a portion of the daily sewage flows from the new lift station and to maintain existing sewer connections. The existing sewer pipe is in good condition; however, the manholes require immediate attention because of their poor condition and will be rehabilitated through a separate construction contract that is currently out to bid. The design concept has been discussed and refined with input from major stakeholders such as the City of Vista, Encina Wastewater Authority, North County Transit District, and NRG Energy. The project concept is ready to be advanced to the final design phase including CEQA compliance and permit acquisition. FOR CITY CLERKS USE ONLY. COUNCIL ACTION: APPROVED DENIED CONTINUED WITHDRAWN AMENDED sfnnnn CONTINUED TO DATE SPECIFIC CONTINUED TO DATE UNKNOWN RETURNED TO STAFF OTHER -SEE MINUTES nnnn DEPARTMENT CONTACT: Terry Smith, (760) 602-2765, tsmit@ci.carlsbad.ca.us Page 2 City staff issued a Request for Qualifications to five (5) engineering firms in accordance with Carlsbad Municipal Code section 3.28.070 to provide engineering design and environmental services for the Vista/Carlsbad Interceptor Sewer and Agua Hedionda Lift Station. The City received a response from two firms including Brown and Caldwell and Krieger & Stewart Engineers. The Statement of Qualification (SOQ) packages were evaluated on several criteria including firm experience, qualifications of the project team and project approach. Based on the ranking of the SOQ's by the selection committee, staff is recommending that the City execute a professional services agreement with Brown and Caldwell. City staff and Brown and Caldwell have negotiated a fee proposal to provide the necessary engineering and environmental services for the final design phase of the project, including: the preparation of plans, specifications, and a cost estimate for the replacement of the Agua Hedionda Lift Station, the replacement of the sewer trestle bridge, and approximately two miles of new interceptor sewer. Additional services provided by the Brown & Caldwell team include surveying, geotechnical investigation, CEQA compliance and environmental permitting. ENVIRONMENTAL IMPACT: The planning phase of the project is statutorily exempt from the requirements of the California Environmental Quality Act (CEQA) per Section 15262, Feasibility and Planning Studies of the State CEQA Guidelines and will not have any adverse significant impact on the environment. A CEQA document and Notice of Determination will be processed and filed prior to adoption of the project's plan and advertisement for construction. FISCAL IMPACT: PROJECT COST SUMMARY FOR THE DESIGN, ENVIRONMENTAL, AND PERMIT PHASE OF THE V/C SEWER AND AGUA HEDIONDA SEWER LIFT STATION REPLACEMENT (PROJECT NOS. 3492, 3886, AND 3949) Planning Level Expenditures and Encumbrances to Date Proposed Design & Environmental Services - Brown and Caldwell Agreement Design Contingency City Project Management and Miscellaneous Costs (Estimated) TOTAL ESTIMATED COST THROUGH DESIGN PHASE TOTAL APPROPRIATIONS TO DATE $670,000 $2,382,281 $200,000 $300,000 $3,552,281 $7,168,360 Sufficient funds are available for the completion of the design phase, CEQA compliance, and environmental permitting. The total amount budgeted in the Capital Improvement Program for all project costs is approximately $38.5 million, of which $4.2 million is budgeted for design and environmental costs. All project related costs will be shared between the City of Carlsbad and the City of Vista as described within an existing agreement for ownership, operation, and maintenance between the two cities. The cost share between the two cities is approximately 65% Vista and 35% Carlsbad; however, the actual cost share varies with each reach of the sewer. Carlsbad's share of the project is funded from the Sewer Connection Fee Fund. EXHIBITS: 1. Location Map. 2. Resolution No. 2008-164 approving the agreement for professional engineering services with Brown and Caldwell for the design of the Vista Carlsbad Interceptor Sewer, Reaches 11B -15, and the Agua Hedionda Sewer Lift Station, Project Nos. 3492, 3886, and 3949. 3. Agreement for Professional Engineering Services with Brown and Caldwell for the design of the Vista Carlsbad Interceptor Sewer, Reaches 11B -15, and the Agua Hedionda Sewer Lift Station. LOCATION MAP BUENA VISTA LIFT STATION VISTA METER STATION EXISTING AGUA HEDIONDA LIFT STATION ENCINA WATER POLUTION CONTROL FACILITYLegend .„„. VC11B-VC15 — VC1 -VC11A PROJECT NAME: AGUA HEDIONDA LIFT STATION & VISTA/CARLSBAD INTERCEPTOR SEWER REACHES VC11B THROUGH VC15 PROJECT #S CP 3492, 3886 & 3949 EXHIBIT 1 DATE: 03/20/2008 NAME: LRosu FILE: C:\GIS\ArcViewProject\Terry\VCJnterceptor_VC11B-VC15.mxd 1 RESOLUTION NO. 2008-164 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, 3 CALIFORNIA, APPROVING THE AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES WITH BROWN AND CALDWELL FOR THE 4 DESIGN OF THE VISTA CARLSBAD INTERCEPTOR SEWER, REACHES 11B-15, AND THE AGUA HEDIONDA SEWER LIFT 5 STATION. PROJECT NOS. 3492. 3886. AND 3949. 6 WHEREAS, the City Council of the City of Carlsbad, California, has determined it 7 necessary and in the public interest for the City of Carlsbad to enter into an agreement with 8 Brown & Caldwell, Inc., for the design of the replacement of the Vista Carlsbad Interceptor Sewer, Reaches 11B through 15, and the Agua Hedionda Sewer Lift Station; and9 WHEREAS, Public Works staff solicited multiple proposals for professional engineering 10 services consistent with Carlsbad Municipal Code Section 3.28.070; and 11 WHEREAS, subsequent to the review of the proposals, staff recommends Brown & 12 Caldwell, Inc., as the most qualified consultant for the project; and 13 WHEREAS, City staff and Brown & Caldwell have negotiated fees in an amount 14 not-to-exceed $2,382,281 to provide engineering and environmental services for the project, as 15 described in this professional services agreement; and 16 WHEREAS, funds have been appropriated in the 2007-08 Capital Improvement Program 17 from the Sewer Connection Fee Fund and sufficient funds are currently available; and 18 WHEREAS, the City of Vista will reimburse Carlsbad for their portion of the design fees as stated in an agreement titled, "Agreement for Ownership, Operation and Maintenance of the19 Vista/Carlsbad Interceptor Sewer", dated February 26, 2002.20 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, 21 California, as follows: 22 1. That the above recitations are true and correct. 23 2. That the Agreement with Brown and Caldwell in an amount not-to-exceed 24 $2,382,281 for the design of the Vista Carlsbad Interceptor Sewer, Reaches 11B through 15, and 25 the Agua Hedionda Sewer Lift Station is approved and the Mayor is hereby authorized and 26 directed to execute said amendment. 27 /// 28 /7/ 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 City Council of the City of Carlsbad on the 10th day of June, 2008, by the following vote to wit: AYES: Council Members Lewis, Kulchin, Hall and Nygaard. NOES: None. ABSENT: Packard. >, Mayo ATTEST: LORRAINE M. WOOD, City Clerk (SEAL) AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES FOR THE DESIGN OF THE VISTA/CARLSBAD INTERCEPTOR SEWER, REACHES 11B-15, AND THE AGUA HEDIONDA SEWER LIFT STATION (BROWN AND CALDWELL) THIS AGREEMENT is made and entered into as of the r day of -UDO- _ , 20Q8>. by and between the CITY OF CARLSBAD, a municipal corporation, ("City"), and BROWN AND CALDWELL, a private employee owned company, ("Contractor"). RECITALS A. City requires the professional services of a consultant engineer that is experienced in the final design of wastewater collection and conveyance systems, environmental compliance and resource agency permitting. B. Contractor has the necessary experience in providing professional services and advice related to the design of wastewater collection and conveyance systems. C. Selection of Contractor is expected to achieve the desired results in an expedited fashion. D. Contractor has submitted a proposal to City and has affirmed its willingness and ability to perform such work. NOW, THEREFORE, in consideration of these recitals and the mutual covenants contained herein, City and Contractor agree as follows: 1. SCOPE OF WORK City retains Contractor to perform, and Contractor agrees to render, those services (the "Services") that are defined in attached Exhibit "A", which is incorporated by this reference in accordance with this Agreement's terms and conditions. 2. STANDARD OF PERFORMANCE While performing the Services, Contractor will exercise the reasonable professional care and skill customarily exercised by reputable members of Contractor's profession practicing in the Metropolitan Southern California Area, and will use reasonable diligence and best judgment while exercising its professional skill and expertise. 3. TERM The term of this Agreement will be effective for a period of two (2) years from the date first above written. The City Manager may amend the Agreement to extend it for two (2) additional one (1) year periods or parts. Extensions will be based upon a satisfactory review of Contractor's performance, City needs, and appropriation of funds by the City Council. The parties will prepare a written amendment indicating the effective date and length of the extended Agreement. City Attorney Approved Version #11.28.06 4. TIME IS OF THE ESSENCE Time is of the essence for each and every provision of this Agreement. 5. COMPENSATION The total fee payable for the Services to be performed during the initial Agreement term will be a not-to-exceed fee of two million three hundred eighty two thousand two hundred eighty one dollars ($2,382,281) paid on a time and material basis. No other compensation for the Services will be allowed except for items covered by subsequent amendments to this Agreement. The City reserves the right to withhold a ten percent (10%) retention until City has accepted the work and/or Services specified in Exhibit "A". Incremental payments, if applicable, should be made as outlined in attached Exhibit "A". 6. STATUS OF CONTRACTOR Contractor will perform the Services in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling, and not as an employee of City. Contractor will be under control of City only as to the result to be accomplished, but will consult with City as necessary. The persons used by Contractor to provide services under this Agreement will not be considered employees of City for any purposes. The payment made to Contractor pursuant to the Agreement will be the full and complete compensation to which Contractor is entitled. City will not make any federal or state tax withholdings on behalf of Contractor or its agents, employees or subcontractors. City will not be required to pay any workers' compensation insurance or unemployment contributions on behalf of Contractor or its employees or subcontractors. Contractor agrees to indemnify City within thirty (30) days for any tax, retirement contribution, social security, overtime payment, unemployment payment or workers' compensation payment which City may be required to make on behalf of Contractor or any agent, employee, or subcontractor of Contractor for work done under this Agreement. At the City's election, City may deduct the indemnification amount from any balance owing to Contractor. 7. SUBCONTRACTING Contractor will not subcontract any portion of the Services without prior written approval of City. If Contractor subcontracts any of the Services, Contractor will be fully responsible to City for the acts and omissions of Contractor's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as Contractor is for the acts and omissions of persons directly employed by Contractor. Nothing contained in this Agreement will create any contractual relationship between any subcontractor of Contractor and City. Contractor will be responsible for payment of subcontractors. Contractor will bind every subcontractor and every subcontractor of a subcontractor by the terms of this Agreement applicable to Contractor's work unless specifically noted to the contrary in the subcontract and approved in writing by City. City Attorney Approved Version #11.28.06 8. OTHER CONTRACTORS The City reserves the right to employ other Contractors in connection with the Services. 9. INDEMNIFICATION Contractor agrees to indemnify and hold harmless the City and its officers, officials, employees and volunteers from and against all claims, damages, losses and expenses including attorneys fees arising out of the performance of the work described herein caused by any negligence, recklessness, or willful misconduct of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The parties expressly agree that any payment, attorney's fee, costs or expense City incurs or makes to or on behalf of an injured employee under the City's self- administered workers' compensation is included as a loss, expense or cost for the purposes of this section, and that this section will survive the expiration or early termination of this Agreement. 10. INSURANCE Contractor will obtain and maintain for the duration of the Agreement and any and all amendments, insurance against claims for injuries to persons or damage to property which may arise out of or in connection with performance of the services by Contractor or Contractor's agents, representatives, employees or subcontractors. The insurance will be obtained from an insurance carrier admitted and authorized to do business in the State of California. The insurance carrier is required to have a current Best's Key Rating of not less than "A-:V". 10.1 Coverages and Limits. Contractor will maintain the types of coverages and minimum limits indicated below, unless City Attorney or City Manager approves a lower amount. These minimum amounts of coverage will not constitute any limitations or cap on Contractor's indemnification obligations under this Agreement. City, its officers, agents and employees make no representation that the limits of the insurance specified to be carried by Contractor pursuant to this Agreement are adequate to protect Contractor. If Contractor believes that any required insurance coverage is inadequate, Contractor will obtain such additional insurance coverage, as Contractor deems adequate, at Contractor's sole expense. 10.1.1 Commercial General Liability Insurance. $1.000.000 combined single-limit per occurrence for bodily injury, personal injury and property damage. If the submitted policies contain aggregate limits, general aggregate limits will apply separately to the work under this Agreement or the general aggregate will be twice the required per occurrence limit. 10.1.2 Automobile Liability (if the use of an automobile is involved for Contractor's work for City). $1,000,000 combined single-limit per accident for bodily injury and property damage. 10.1.3 Workers' Compensation and Employer's Liability. Workers' Compensation limits as required by the California Labor Code and Employer's Liability limits of $1,000,000 per accident for bodily injury. Workers' Compensation and Employer's Liability insurance will not be required if Contractor has no employees and provides, to City's satisfaction, a declaration stating this. City Attorney Approved Version #11.28.06 10.1.4 Professional Liability. Errors and omissions liability appropriate to Contractor's profession with limits of not less than $1,000,000 per claim. Coverage must be maintained for a period of five years following the date of completion of the work. 10.2. Additional Provisions. Contractor will ensure that the policies of insurance required under this Agreement contain, or are endorsed to contain, the following provisions: 10.2.1 The City will be named as an additional insured on General Liability. 10.2.2 Contractor will obtain occurrence coverage, excluding Professional Liability, which will be written as claims-made coverage. 10.2.3 This insurance will be in force during the life of the Agreement and any extensions of it and will not be canceled without thirty (30) days prior written notice to City sent by certified mail pursuant to the Notice provisions of this Agreement. 10.3 Providing Certificates of Insurance and Endorsements. Prior to City's execution of this Agreement, Contractor will furnish certificates of insurance and endorsements to City. 10.4 Failure to Maintain Coverage. If Contractor fails to maintain any of these insurance coverages, then City will have the option to declare Contractor in breach, or may purchase replacement insurance or pay the premiums that are due on existing policies in order to maintain the required coverages. Contractor is responsible for any payments made by City to obtain or maintain insurance and City may collect these payments from Contractor or deduct the amount paid from any sums due Contractor under this Agreement. 10.5 Submission of Insurance Policies. City reserves the right to require, at anytime, complete and certified copies of any or all required insurance policies and endorsements. 11. BUSINESS LICENSE Contractor will obtain and maintain a City of Carlsbad Business License for the term of the Agreement, as may be amended from time-to-time. 12. ACCOUNTING RECORDS Contractor will maintain complete and accurate records with respect to costs incurred under this Agreement. All records will be clearly identifiable. Contractor will allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of records and any other documents created pursuant to this Agreement. Contractor will allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. City Attorney Approved Version #11.28.06 13. OWNERSHIP OF DOCUMENTS All work product produced by Contractor or its agents, employees, and subcontractors pursuant to this Agreement is the property of City. In the event this Agreement is terminated, all work product produced by Contractor or its agents, employees and subcontractors pursuant to this Agreement will be delivered at once to City. Contractor will have the right to make one (1) copy of the work product for Contractor's records. 14. COPYRIGHTS Contractor agrees that all copyrights that arise from the services will be vested in City and Contractor relinquishes all claims to the copyrights in favor of City. 15. NOTICES The name of the persons who are authorized to give written notices or to receive written notice on behalf of City and on behalf of Contractor under this Agreement. For City: For Contractor: Name Terry L. Smith Name Ray Fakhoury Title Senior Civil Engineer Title Executive Engineer Dept Engineering CITY OF CARLSBAD BROWN AND CALDWELL Address 1635 Faraday Avenue Address 9665 Chesapeake Drive, Ste. 201 Carlsbad, CA 92008 San Diego, CA 92123 Phone No. (760) 602-2765 Phone No. (858) 514-8822 Each party will notify the other immediately of any changes of address that would require any notice or delivery to be directed to another address. 16. CONFLICT OF INTEREST City will evaluate Contractor's duties pursuant to this Agreement to determine whether disclosure under the Political Reform Act and City's Conflict of Interest Code is required of Contractor or any of Contractor's employees, agents, or subcontractors. Should it be determined that disclosure is required, Contractor or Contractor's affected employees, agents, or subcontractors will complete and file with the City Clerk those schedules specified by City and contained in the Statement of Economic Interests Form 700. Contractor, for Contractor and on behalf of Contractor's agents, employees, subcontractors and consultants warrants that by execution of this Agreement, that they have no interest, present or contemplated, in the projects affected by this Agreement. Contractor further warrants that neither Contractor, nor Contractor's agents, employees, subcontractors and consultants have any ancillary real property, business interests or income that will be affected by this Agreement or, alternatively, that Contractor will file with the City an affidavit disclosing this interest. City Attorney Approved Version #11.28.06 17. GENERAL COMPLIANCE WITH LAWS Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants that the services required by this Agreement. 18. DISCRIMINATION AND HARASSMENT PROHIBITED Contractor will comply with all applicable local, state and federal laws and regulations prohibiting discrimination and harassment. 19. DISPUTE RESOLUTION If a dispute should arise regarding the performance of the Services the following procedure will be used to resolve any questions of fact or interpretation not otherwise settled by agreement between the parties. Representatives of Contractor or City will reduce such questions, and their respective views, to writing. A copy of such documented dispute will be forwarded to both parties involved along with recommended methods of resolution, which would be of benefit to both parties. The representative receiving the letter will reply to the letter along with a recommended method of resolution within ten (10) business days. If the resolution thus obtained is unsatisfactory to the aggrieved party, a letter outlining the disputes will be forwarded to the City Manager. The City Manager will consider the facts and solutions recommended by each party and may then opt to direct a solution to the problem. In such cases, the action of the City Manager will be binding upon the parties involved, although nothing in this procedure will prohibit the parties from seeking remedies available to them at law. 20. TERMINATION In the event of the Contractor's failure to prosecute, deliver, or perform the Services, City may terminate this Agreement for nonperformance by notifying Contractor by certified mail of the termination. If City decides to abandon or indefinitely postpone the work or services contemplated by this Agreement, City may terminate this Agreement upon written notice to Contractor. Upon notification of termination, Contractor has five (5) business days to deliver any documents owned by City and all work in progress to City address contained in this Agreement. City will make a determination of fact based upon the work product delivered to City and of the percentage of work that Contractor has performed which is usable and of worth to City in having the Agreement completed. Based upon that finding City will determine the final payment of the Agreement. Either party upon tendering thirty (30) days written notice to the other party may terminate this Agreement. In this event and upon request of City, Contractor will assemble the work product and put it in order for proper filing and closing and deliver it to City. Contractor will be paid for work performed to the termination date; however, the total will not exceed the lump sum fee payable under this Agreement. City will make the final determination as to the portions of tasks completed and the compensation to be made. City Attorney Approved Version #11.28.06 21. COVENANTS AGAINST CONTINGENT FEES Contractor warrants that Contractor has not employed or retained any company or person, other than a bona fide employee working for Contractor, to solicit or secure this Agreement, and that Contractor has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift, or any other consideration contingent upon, or resulting from, the award or making of this Agreement. For breach or violation of this warranty, City will have the right to annul this Agreement without liability, or, in its discretion, to deduct from the Agreement price or consideration, or otherwise recover, the full amount of the fee, commission, percentage, brokerage fees, gift, or contingent fee. 22. CLAIMS AND LAWSUITS By signing this Agreement, Contractor agrees that any Agreement claim submitted to City must be asserted as part of the Agreement process as set forth in this Agreement and not in anticipation of litigation or in conjunction with litigation. Contractor acknowledges that if a false claim is submitted to City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that California Government Code sections 12650 et seq.. the False Claims Act applies to this Agreement and, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of information. If City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. Contractor acknowledges that the filing of a false claim may subject Contractor to an administrative debarment proceeding as the result of which Contractor may be prevented to act as a Contractor on any public work or improvement for a period of up to five (5) years. Contractor acknowledges debarment by another jurisdiction is grounds for City to terminate this Agreement. 23. JURISDICTIONS AND VENUE Any action at law or in equity brought by either of the parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of San Diego, State of California, and the parties waive all provisions of law providing for a change of venue in these proceedings to any other county. 24. SUCCESSORS AND ASSIGNS It is mutually understood and agreed that this Agreement will be binding upon City and Contractor and their respective successors. Neither this Agreement or any part of it nor any monies due or to become due under it may be assigned by Contractor without the prior consent of City, which shall not be unreasonably withheld. 25. ENTIRE AGREEMENT This Agreement, together with any other written document referred to or contemplated by it, along with the purchase order for this Agreement and its provisions, embody the entire Agreement and understanding between the parties relating to the subject matter of it. In case of conflict, the terms of the Agreement supersede the purchase order. Neither this Agreement nor any of its provisions may be amended, modified, waived or discharged except in a writing signed by both parties. City Attorney Approved Version #11.28.06 26. AUTHORITY The individuals executing this Agreement and the instruments referenced in it on behalf of Contractor each represent and warrant that they have the legal power, right and actual authority to bind Contractor to the terms and conditions of this Agreement. CONTRACTOR BROWN AND CALDWELL, a private employee owned company (sign'Mere) (print name/title) /J (e-maikSddiress) By: (sign here) LORRAINE M. WOOD CitycSrk (print name/title) (e-mail address) 'to -^"V ""•*!"•••*" ^'V..*>* If required by City, proper notarial acknowledgment of execution by contractor must be attached. If a Corporation. Agreement must be signed by one corporate officer from each of the following two groups. *Group A. Chairman, President, or Vice-President **Group B. Secretary, Assistant Secretary, CFO or Assistant Treasurer Otherwise, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation. APPROVED AS TO FORM: RONALD R. BALL, City Attorney By:_ eputy City Attorrjey 8 City Attorney Approved Version #11.28.06 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On t5/'/ Date personally appeared ARNOLD BURNLEY Commission # 1762202 Notary Public - California San Diego County My ComraExptosAug 18.2011 | Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person^ whose name(af is/ate"Siibscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/haf#hetr authorized capacity(i£s), and that by his/heffthetr signature^ on the instrument the person^), or the entity upon behalf of which the person^ acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature OPTIONAL - (' Signature of Notary^tfBRc Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) M rf,f)Signer's Name: rX Individual D Corporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing:. RIGHT THUMBPRINT OF SIGNER Signer's Name: D Individual D Corporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing:. RIGHT THUMBPRINT OF SIGNER Top of thumb here ©2007 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402«www.NationalNotary.org Item #5907 Reorder: CallToll-Free 1-800-876-6827 CITY OF CARLSBAD AGUA HEDIONDA LIFT STATION DESIGN, FORCEMAIN AND INTERCEPTORS VC-11B THROUGH VC-15 EXHIBIT A SCOPE OF WORK March 2008 PROJECT DESCRIPTION In June 2006, Brown and Caldwell completed a Siting and Alignment study for the proposed Agua Hedionda Lift Station and associated forcemain and gravity sewers. The Study focused on evaluating site and alignment alternatives for the replacement of the Agua Hedionda Lift Station (AHLS) and associated forcemain and gravity sewers. Following the completion of the siting and alignment study, the City moved forward with the preliminary design phase for this project. The preliminary design phase consisted of preparing a preliminary design report (PDR) which serves as the basis for preparing detailed plans and specifications for this project. Completion of the draft PDR occurred in June 2007 and finalization of the PDR is expected by January 2008. The existing AHLS has reached its useful life and is in need of replacement not only to meet current and future capacity needs but also enhance the reliability of the pumping system. The new AHLS will have a capacity of approximately 33 million gallons per day (mgd) to meet build-out conditions in accordance with the City's 2003 Wastewater Master Plan. The new AHLS will pump all wastewater flows to the Encina Water Pollution Control Facility (EWPCF). Main elements of this include the following: • Design of a new lift station with a capacity of 33 mgd with a trench type self- cleaning wet well. • Design of a 54-inch influent sewer including a new bridge crossing the Agua Hedionda Lagoon. • Temporary sewer, bypass bridge structure across lagoon. • Design of the discharge forcemain extending from the new lift station to a junction structure located south of Cannon Road. • Design of a 54-inch discharge gravity sewer including trenchless construction across Palomar Airport Road. • Prepare the project's Mitigated Negative Declaration documentation. • Identify and obtain all required permitting, including Coastal Development permit, RWQCB, USAGE and SDAPCD, etc. • Identify all required easements/licenses, perform record search and prepare plats and legals for City acquisition. • Design of upstream sewage grinding facility with bypass channel. Design of metering vaults, junction structure, emergency power generation facilities and appurtenant structures and equipment. Recommend and design an effective odor control system for both the pump station. Present forcemain odor control alternatives that can be implemented in the future. Implement requirements for environmental compliance. PHASE I - DETAILED DESIGN The detailed design phase of the project consists of the following 6 main tasks: Task 1 - Project Management Under this task Brown and Caldwell will manage the project in an organized fashion to completion, including record keeping, correspondence, meetings, and presentations. Specific subtasks include: 1.1 Project Management and Administration 1.2 Project setup including; Budget, PMP, and QA/QC Plan 1.3 Monthly Coordination Meetings with the City staff (12) 1.4 Project Kick-Off/50/90/100/Final Meetings with the City (5) 1.5 Coordination Meeting with other stakeholders (15) 1.6 Project Communications/As-Needed Meetings (10) Deliverables (Project Management) The CONSULTANT shall submit the following documents: \. Meeting agenda and minutes for all meetings. 2. Monthly Project Progress Reports 3. Monthly Budget/Schedule Status and Invoicing Task 2 - Site Coordination Brown and Caldwell will provide engineering services to confirm the site requirements, assist in land acquisition, and coordinate with other entities including the North County Transit District (NCTD), NRG Energy and Sempra Energy. 2.1 Confirm the exact location and land requirements for the Pump Station, and on-site portions 2.2 Coordinate with NCTD, NRG, Southern California Gas (Sempra Energy) to mitigate scheduling conflicts, utility interference, and architectural themes. Task 3 - Investigations Under this task Brown and Caldwell and/or their Subconsultants, will investigate any existing geotechnical reports and surveying plans, and provide services for additional surveying and geotechnical information required to complete the lift station and pipeline design. Rail Road Protective Insurance will be acquired by both the Survey and Geotechnical subconsultants for the duration required to obtain field information while within the NCTD right-of-way. Development of base maps and geotechnical recommendations will include: 3.1 Surveying - All surveys will be based on City of Carlsbad furnished horizontal and vertical control monuments and values. Collect and deliver all surveys in project 17 datums using state of the art conventional, reflectorless and/ or GPS survey equipment. All work will be performed by or under the direct supervision of a licensed professional qualified to perform land surveying in the State of California. Aerial control and flight will be performed to produce 1"= 40' scale digital mapping in AutoCAD format; also included is color digital orthophoto imagery. Utility research will be performed within project limits. As-built plans and atlas maps will be obtained from utility companies and purveyors. Property line surveys will be identified and made within the project to facilitate the display of existing property lines and proposed right-of-way acquisitions. Survey research will include a review of City and County records for centerline ties and record map references. All surveys and mapping will be delivered in AutoCAD format and in NAD '83 horizontal and NGVD '29 vertical datums, and will include ASCII point files of all survey ties made. Provide Aerial Topographical Mapping as follows: • Provide 200' strip mapping along proposed pipeline alignment • Provide topographic mapping of the proposed lift station site • Research available NAD '83 and NGVD '29 datum survey control monuments • Set photo control panels and tie into project coordinate control • Perform flight and 1"= 40' scale mapping • Provide digital color ortho file with a 0.25; pixel size covering the project alignment Update Utility Research and Coordination as follows: • Research and review any changes to existing maps, plans and atlases • Potholing and survey tie in of up to 20 potholes • Update utilities of record on base sheet 3.2 Prepare legal descriptions for the forcemain and sewer easement/license. Prepare legal description for acquisition of AHLS site, the sewer north of the lagoon, bridge crossing the Agua Hedionda lagoon and the forcemain extending to Cannon Road. Right-of-Way Surveys and Legal Descriptions. • Research and review existing record maps and available title documents • Perform field surveys to identify and tie existing property lines • Perform survey analysis and establish property boundary lines of affected parcels • Prepare legal descriptions and plats for additional required easements/licenses and fee parcels (not to exceed 7 parcels) 3.3 Perform geotechnical investigation and prepare report for the lift station and pipelines. • Perform literature review. A literature review was previously performed as part of the Preliminary Geotechnical Design Report. Additional literature research and review will be performed as required to evaluate portions of the alignment currently proposed. • Perform utility coordination and permits prior to field exploration. Contact Underground Service Alert to resolve conflicts between our planned excavation locations and existing underground utilities. We anticipate procurement of encroachment permits from the City of Carlsbad for drilling within City right-of- way. • Perform borings. Perform six (6) borings for the 3,800 feet of forcemain and four (4) borings for the 1,500 feet of influent sewer including the abutments at the lagoon crossing. Four (4) borings will be drilled for the lift station and nine (9) for the discharge gravity sewer. For a total project count of 23 borings. The borings will be drilled using truck-mounted hollow stem auger and rotary wash drilling equipment. The rotary wash drill rig will be used where cobbles and boulders are anticipated around the Carlsbad inlet channel. Rotary wash borings are anticipated to depths on the order of 50 to 150 feet. The anticipated maximum depth for the borings along the discharge forcemain is 15 feet or approximately 5 feet below invert depth. The borings at the lift station may be on the order of 50 feet deep, or to approximately 5 feet below the bottom of the structures. Borings for the discharge gravity sewer are to depths between 20 to 65 ft, or approximately 5 feet below invert depth. The borings will be terminated at lesser depths if practical refusal is encountered. Bulk and drive samples will be obtained at selected depth intervals within the borings. Drive samples will be obtained using a California Modified or Standard Penetration Test (SPT) sampler. The drive samples will be obtained at approximately 5-foot intervals. Bulk samples will be obtained from each boring for each representative soil type, if necessary. A staff engineer or geologist will perform the sampling described above and log the subsurface conditions exposed in the borings. Groundwater levels in each boring will be recorded, if encountered. • Perform laboratory testing on selected samples obtained during the field exploration to assess the physical properties of the subsurface materials along the pipeline alignment. Laboratory tests will include the following: * Moisture/Density * Direct Shear * Maximum Density/Optimum * Collapse/Consolidation Potential Moisture * Sieve Analysis * Sand Equivalent * Plasticity Index * Expansion Index * Ground Water and Soil Quality * Grain Size Analysis Analysis • Prepare Geotechnical Report. Engineering and geologic characteristics of the materials encountered along the alignment will be evaluated based on the materials encountered during field exploration and the results of laboratory testing. Our analysis and report will address the following: /f * Discussion of surface and subsurface conditions encountered along the alignment. * Discussion of geologic hazards, including but not limited to: * Regional seismicity including maximum credible earthquake magnitudes, maximum probable earthquake magnitudes, and associated peak horizontal ground accelerations. * Liquefaction potential. * Surface fault rupture. * Areas of shallow groundwater. 4 Soil and Ground Water Samples. * Soil samples will also be obtained on 5 foot intervals to the total depth or groundwater interface for environmental testing purposes. One groundwater sample will be obtained using a disposable bailer from each of the eight selected borings. 4 Dewatering. * Discharge requirements for the various construction locations. * Estimate of pumping requirements. 4 Laboratory testing on selected samples which will include in-situ moisture content and dry density, grain size analyses, Atterberg limits, consolidation, expansion index, shear strength and soil corrosivity (pH, resistivity, chloride content and sulfate content). 4 Temporary stability of excavations. 4 Recommended trench sidewall slope inclinations and geotechnical engineering parameters for design of cantilevered and braced shoring. 4 Excavatability of the materials likely to be encountered during construction. 4 Evaluation of the use of excavated materials for pipe bedding and trench backfill. Recommendations for alternative backfill will be provided where necessary. 4 Recommended trench backfill compaction procedures including compaction density requirements. 4 Special preparation requirements for pipeline subgrade. 4 Estimated soil modulus for native and recompacted soils. 4 Recommendations for jacking and boring, microtunneling including frictional resistance of the pipe casing and passive resistance of the jacking sidewall materials. 4 Seismic design criteria. * Allowable bearing pressure and passive, active, and at-rest soil pressures for permanent structures. * Lift station foundation design recommendations including allowable foundation bearing pressure and associated settlements. 3.4 Cathodic Protection will not be required in the design of the lift station. Deliverables (Investigations) The CONSULTANT shall submit the following documents: 4. Plats and Legal Descriptions (2 copies) 5. Draft Geotechnical report (5 copies) 6. Final Geotechnical report (10 copies) Task 4 - CEQA Compliance Under this task Brown and Caldwell will review and comply with CEQA requirements and permitting agency requirements for obtaining permit to construct. All permit processing fees will be paid directly by the City of Carlsbad. 4.1 Develop Mitigated Negative Declaration documentation 4.2 Utility Bridge Rendering/30 Visualization 4.3 Incorporate CEQA requirements into design documents. • California Coastal Commission - Coastal Development Permit • United States Army Corps of Engineers - 404 Permit • Regional Water Quality Control Board - 401 Permit • United States Fish and Wildlife Services - Section 7 Consultation • California Department of Fish and Game - CEQA Document Review • National Marine Fisheries Service - CEQA Document Review The CONSULTANT shall submit the following documents: 7. Draft and Final Mitigated Negative Declaration documentation (5 copies each) 8. Permit acquisition plan (5 copies) 9. Permit Applications (1 original of each) Task 5 - Permitting 5.1 Develop a permit acquisition plan. 5.2 Submit permit applications and plans to reviewing agencies for comments: • NRG Energy (Plats and Legals) • San Diego Air Pollution Control District - Equipment Operation Permits • North County Transit District (Encroachment Permit, Plats and Legals). • San Diego Gas and Electric (Plats and Legals) • Regional Water Quality Control Board - SWPPP/Construction Dewatering Permit Application 5.3 Obtain Encroachment Permits from Agencies. 5.4 Permit Scheduling and Agency Coordination (NCTD, NRG, SDG&E, SCO, SWPPP, all req'd) 5.5 Obtain City of Carlsbad Permits and Approvals. • Habitat Management Plan Permit. • Redevelopment Permit. • Precise Development Plan Amendment. Task 6 - Prepare Contract Documents Under this task Brown and Caldwell will prepare Contract Bid Documents for the new AHLS including; 3,800 lineal feet of 30-inch forcemain, 7,800 lineal feet of 54-inch sewer and a 210-foot concrete utility bridge. Based on the City's approval of the final PDR, BC shall prepare plans and specifications required to construct this project. Contract bid documents shall include plans and specification and will incorporate the City's front end documents. Professional disciplines involved will include civil, architectural, structural, mechanical, geotechnical, electrical, instrumentation, and landscaping as required. The project design shall be managed by a professional engineer licensed by the State of California. All engineering design drawings, specifications and calculations shall be signed and stamped by the lead engineer who is to be a registered professional engineer practicing in the discipline. In addition, the structural engineer shall be licensed by the State of California and shall have experience in the seismic design of structures. A list of anticipated drawings is provided at the end of this section. Task 6 has been broken into subtasks as listed below. 6.1 Update and finalize the Preliminary Design Report following stakeholder comments. • Revise the Draft Preliminary Design Report figures and narrative to include the following: o Vertical Non-Clog pumps o Dry well / wet well structure o Upstream grinder o Size and length of the forcemain o Location of the bridge crossing the Agua Hedionda lagoon. • The PDR package will contain a construction cost estimate for the project improvements. • Items covered in the project will include: 8 P-\gj. Item Pumping System Wet Well Grinder Facility Onsite Odor Control Forcemain Gravity Sewer Downstream Odor Control Flow Metering Equipment Removal System Heating, Ventilation, and Air Conditioning Emergency Power System Instrumentation and Controls Site Utilities Site Access Lagoon Crossing Lagoon Crossing Temporary Structure Site Security Noise Abatement Recommendation • Vertical Non-Clog (VNC) custom-engineered pumps with extended shafts, installed in a lift station with a dry well / wet well configuration. Dry well could include a single intermediate deck to reduce shaft length (further evaluation will be conducted during the design phase). • Open-trench-type wet well with ogee ramp for VNC pumps recommended per Section 9.8.3 of Pump Intake Design Guideline published by the Hydraulic Institute. This wet well design minimizes solids accumulation in the wet well, and allows operation of a self-cleaning cycle. • Splitter vanes and anti-rotation baffle recommended in wet well for assisting the cleaning operation. • One open channel grinder rated at 31 .6 MGD with a by-pass channel, both constructed in a below-grade structure upstream of the lift station. Structure will be enclosed with hatches for maintenance personnel entry • Biofilter recommended due to low maintenance, and due to buffer zone available between source and critical receptors. • Biofilter size between 10,000 cfm and 15,000 cfm currently recommended. True size to be determined during design. • 27 to 30-inch-diameter plastic pipe, extending 3750 to 5750-feet to south of Cannon Road along Avenida Encinas • 54-inch-diameter pipe will be constructed north of the lagoon, at the lift station site and south of the terminus of the 30-inch forcemain for a total length of 13,000-feet. • Biofilter to be considered against available technologies. Size and location to be determined during design. • Sealing manholes downstream of forcemain terminus and lining manholes to protect against sulfide related corrosion is recommended. • Chemical dosing for forcemain to be considered against available technologies, reserved space onsite for potential chemical dosing will be included. Tank sizes should be determined after modeling sulfide generation and computing chemical requirements. • 20-inch-diameter electromagnetic flow meter recommended for forcemain. • Flume and ultrasonic level sensor recommended for "lift-station" component. • 3,500 pound bridge crane recommended for station equipment removal. • 12 air changes per hour recommended for wet well and confined spaces, all areas designed per NFPA820 guidelines. • 450 kW diesel or 600 kW natural gas fired generators recommended based on power ratings of station equipment. • Providing two generators recommended to provide equipment redundancy will be evaluated. • Allen Bradley PLC 5/40C controller recommended by City and EWA. • Water service to be provided using existing 3-inch-diameter water line from the north. • 500 kVA onsite transformer with 480VAC, 3-phase, 4-wire system recommended for electrical service. • Reclaimed water service not recommended for station. • Construction and maintenance access from Cannon Road and through right-of-way easement on NRG property. • The bridge crossing the lagoon anticipated to be prestressed concrete bulb tees to a width of no greater than 10- feet. Provided on the bridge will be a contiguous deck to allow access to maintain the pipe. The bridge will be required to be aesthetically appealing in appearance. Visual simulation of the bridge will be part of CDP • A temporary bridge crossing the lagoon is optional and not part of this scope. If required, the temporary bridge will be constructed and in place during the construction of the permanent structure (relocation of the existing SCG 12- inch gas line could allow for deletion of the temporary bridge). The Final Preliminary Design Report will evaluate alternatives which eliminate the need for this structure. • Electronic gate access and intrusion alarms on station doors • Still image CCTV camera per NCTD request • Sound enclosures or equipment rooms designed to mitigate sound to 60 CNELs to comply with City of Carlsbad General Plan. BROWN AND CAIDWELL Deliverables (PDR) The CONSULTANT shall submit the following documents: 10. Final Preliminary Design Report (7 copies) 6.2 Develop the 50% design package The consultant shall advance the lift station, forcemain, utility bridge, temporary utility bridge (if required) and sewer identified in the PDR to the 50% design level. • The 50% design will include or accommodate all agreed upon concepts arising from the PDR, including calculations, Process and Instrumentation Diagrams, (P&ID's), 50 % design drawings for the lift station including Civil, Mechanical, and Structural layouts and major sections and Electrical single line diagrams. • Develop the 50 % design drawings for the bridge including Civil, Architectural, Structural, layouts and sections. • The 50% design package will contain preliminary plan and profile sheets for the 30- inch forcemain and 54-inch sewer. • The 50% design package will contain and a Class 3 construction cost estimate for these improvements, as defined by the Association for Advancement of Cost Engineering International (AACEI). • The 50% design will include technical specification for all major equipment, Divisions 2, 3, 11, 15 and 16. • Complete QA/QC technical review by a senior Quality Control Specialist. A copy of their comments and corrections shall be available for City review. Deliverables (50% Design) The CONSULTANT shall submit the following documents: 11. 50% Design drawings size 11"x 17" (5sets) 12. 50% Design drawings size 24"x 36" (1 set) 13. 50% Cost estimate (2 sets) 14. 50% Design calculations (2 sets) 15. Table of contents for the contract specifications 6.3 Develop the 90% design package The consultant shall advance the 50% design package for the lift station, forcemain, utility bridge, temporary utility bridge (if required) and 54-inch sewer to the 90% design level. • The 90% design will include all agreed upon City comments arising from review of the 50% design package. • The 90% design will include technical specification for all major equipment, Divisions 2, 3, 11, 15 and 16. 10 • Develop the 90 % design drawings for the lift station including General, Process, Civil, Architectural, Structural, Mechanical, Instrumentation and Electrical drawings layouts and sections. • Develop the 90 % design drawings for the bridge including General, Civil, Architectural, Structural, layouts and sections. • The 90% design package will contain complete plan and profile sheets for the 30-inch forcemain and 54-inch sewer. • The 90% design package will contain an updated Class 2 construction cost estimate as defined by AACEI for these improvements. • Complete QA/QC technical review by senior Quality Control Specialist in the areas of trenchless construction, constructability, hydraulic transients and pipeline design. A copy of their comments and corrections shall be available for City review. Deliverable* (90% Design) The CONSULTANT shall submit the following documents: 16. 90% Design drawings size 11"x 17" (5 sets ) 17. 90% Design drawings size 24"x 36" (2 sets) 18. 90% Cost estimate (2 sets) 19. 90% Design calculations (2 sets) 20. Contract specifications in CSI format (2 sets) 6.4 Develop the 100% design package Brown and Caldwell shall advance the 90% design package for the lift station, forcemain, utility bridge, temporary utility bridge (if required) and gravity sewer to the 100% design level and incorporate all agreed upon City comments made on the 90% submittal. • The 100% design will include all agreed upon City comments arising from review of the 90% design package. • The 100% design will include a complete set of technical specification for all Divisions. • Develop the 100 % design drawings for the lift station including General, Process, Civil, Architectural, Structural, Mechanical, and Electrical drawings layouts and sections, details, legends, abbreviations, etc. • Develop the 100 % design drawings for the bridge including General, Civil, Architectural, Structural, layouts and sections. • The 100% design package will contain complete plan and profile sheets for the 30- inch forcemain and 54-inch sewer. • The 100% design package will contain an updated Class 1 construction cost estimate as defined by AACEI for these improvements. • Complete QA/QC technical review by a senior Quality Control Specialist. A copy of their comments and corrections shall be available for City review. Deliverables (100% Design) The CONSULTANT shall submit the following documents: 11 21. 100% Design drawings size 11"x 17" (5sets) 22.100% Design drawings size 24"x 36" (2 sets) 23.100% Contract specifications in CSI format (2 sets) 24.100% Cost estimate (2 sets) 25.100% Design calculations (2 sets) 6.5 Develop the final design package Under this task, the CONSULTANT shall advance the 100% design to the final design level. This effort will involve the preparation and delivery of the following: • Incorporate all agreed upon City comments made on the 100% submittal, and provide a complete and final bid quality construction package, complete design drawings on mylar. • Complete set of Contract Specifications, including a) City front end documents (including General and Supplemental Conditions)); and b) Technical specifications in Construction Specification Institute (CSI) format (based on BC and City standards) • Construction cost estimate • Bid Schedule. • Contract duration. • Project Notebook containing engineering calculations and/or data for determining civil, hydraulic and electric and structural requirements. Deliverables (Final Design) The CONSULTANT shall submit the following final design documents: 26. Final Design drawings, size 11" x 17" (3 sets) 27. Signed mylars, size 36"x 24" (1 set) 28. Bound set of Final Construction Specifications (2 sets) 29. Camera ready (unbound) Final Construction Specifications (1 set) 30. Electronic drawings (1 copy) 31. Electronic construction specifications in MS Word format (Icopy) 32. One hardcopy and one electronic copy of the Construction Cost Estimate (2 sets) 33. Final Project Notebook (1 copy) It is estimated that approximately 210 drawings will be required for this project as follows: 12 Sheet No. 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Drawing No G-1 G-2 G-4 G-5 G-6 G-7 G-8 G-9 G-10 G-11 D-1 D-2 D-3 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-1 4 C-1 5 C-1 6 C-17 C-18 C-1 9 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 C-28 C-29 C-30 C-31 A-1 A-2 A-3 A-4 Sheet Title TITLE SHEET LIST OF DRAWINGS LEGEND, SYMBOLS AND ABBREVIATIONS SITE KEY MAP INDEX MAP BORING LOGS B-1 THROUGH B-4 BORING LOGS B-5 THROUGH B-10 BORING LOGS B-11 THROUGH B-15 BORING LOGS B-16 THROUGH B-20 GENERAL NOTES SITE DEMOLITION PLAN BRIDGE DEMOLITION PLAN EXISTING LIFT STATION DEMOLITION PLAN SITE PLAN AND GRADING PLAN YARD PIPING PLAN HORIZONTAL CONTROL PLAN HORIZONTAL CONTROL DATA SITE SECTIONS GATE DETAILS EROSION CONTROL FOR BRIDGE EROSION CONTROL FOR LIFT STATION 54-INCH INFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 0+00 TO 08+00 54-INCH INFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 08+00 TO 15+00 CROSS SECTIONS OF INFLUENT 54-INCH GRAVITY SEWER CONCRETE ENCASEMENT 30-INCH FORCEMAIN PLAN AND PROFILE STATIONS 0+00 TO 08+00 30-INCH FORCEMAIN PLAN AND PROFILE STATIONS 08+00 TO 16+00 30-INCH FORCEMAIN PLAN AND PROFILE STATIONS 16+00 TO 24+00 30-INCH FORCEMAIN PLAN AND PROFILE STATIONS 24+00 TO 32+00 30-INCH FORCEMAIN PLAN AND PROFILE STATIONS 32+00 TO 38+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 38+00 TO 44+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 50+00 TO 56+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 62+00 TO 68+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 74+00 TO 80+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 86+00 TO 92+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 98+00 TO 104+00 54-INCH EFFLUENT GRAVITY SEWER PLAN AND PROFILE STATIONS 110+00 TO 116+00 STREET RESURFACING PLAN WATER MAIN STA 0+00 TO STA 8+00 WATER MAIN STA 8+00 TO STA 16+00 WATER MAIN STA 16+00 TO STA 32+00 METER & VALVE VAULT PLANS & SECTION CIVIL DETAILS 1 CIVIL DETAILS 2 CIVIL DETAILS 3 ARCHITECTURAL GENERAL NOTES ARCHITECTURAL FLOOR PLAN ARCHITECTURAL ROOF PLAN ARCHITECTURAL ELEVATIONS 1 13 Sheet No. 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 Drawing No A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 L-1 L-2 L-3 L-4 S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-1 3 S-1 4 S-1 5 S-1 6 S-1 7 S-1 8 S-1 9 S-20 S-21 S-22 S-23 S-24 S-25 S-26 S-27 S-28 S-29 S-30 S-31 S-32 S-33 S-34 S-35 S-36 S-37 Sheet Title ARCHITECTURAL ELEVATIONS 2 ARCHITECTURAL DOOR, WINDOW, FINISH SCHEDULE ARCHITECTURAL DETAILS 1 ARCHITECTURAL DETAILS 2 ARCHITECTURAL DETAILS 3 PLUMBING GENERAL NOTES PLUMBING FLOOR PLAN PLUMBING DETAILS SITE DEMOLITION PLAN LANDSCAPE PLAN LANDSCAPE PLAN IRRIGATION PLAN STRUCTURAL NOTES 1 STRUCTURAL NOTES 2 STRUCTURAL NOTES AND ABBREVIATIONS TYPICAL CONCRETE DETAILS 1 TYPICAL CONCRETE DETAILS 2 SLAB AND BEAM DETAILS TYPICAL COLUMN DETAILS TYPICAL MASONRY DETAILS TYPICAL STRUCTURAL STEEL DETAILS TYPICAL METAL DECK DETAILS TYPICAL INSPECTION NOTES TYPICAL STAIR DETAILS TYPICAL GRATING AND COVER PLATE DETAILS LIFT STATION FOUNDATION PLAN LIFT STATION LOWER LEVEL PLAN LIFT STATION MIDDLE LEVEL PLAN LIFT STATION TOP LEVEL PLAN LIFT STATION SECTION 1 LIFT STATION SECTION 2 LIFT STATION SECTION 3 LIFT STATION SECTION 4 MISCELLANEOUS LIFT STATION SECTION/DETAILS 1 MISCELLANEOUS LIFT STATION SECTION/DETAILS 2 MISCELLANEOUS LIFT STATION SECTION/DETAILS 3 GRINDER/BYPASS CHANNEL BOTTOM SLAB PLAN GRINDER/BYPASS CHANNEL TOP SLAB PLAN GRINDER/BYPASS CHANNEL SECTIONS GRINDER/BYPASS CHANNEL DETAILS GENERATOR / ELECTRICAL BUILDING FOUNDATION PLAN GENERATOR / ELECTRICAL BUILDING ROOF FRAMING PLAN GENERATOR / ELECTRICAL BUILDING SECTIONS GENERATOR / ELECTRICAL BUILDING DETAILS 1 GENERATOR / ELECTRICAL BUILDING DETAILS 2 FUEL STORAGE FOUNDATION PLAN FUEL STORAGE COVER PLAN FUEL STORAGE SECTIONS FUEL STORAGE DETAILS 14 Sheet No. 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 Drawing No S-38 S-39 S-40 S-41 S-42 S-43 S-44 S-45 S-46 S-47 S-48 S-49 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-1 3 B-14 M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-1 2 M-1 3 M-14 M-15 M-1 6 M-1 7 M-1 8 M-19 M-20 M-21 H-1 H-2 Sheet Title JUNCTION STRUCTURE VAULT TOP SLAB AND BOT. SLAB PLANS JUNCTION STRUCTURE VAULT SECTIONS JUNCTION STRUCTURE VAULT DETAILS CHEMICAL STORAGE FACILITY FOUNDATION PLAN CHEMICAL STORAGE FACILITY SECTIONS CHEMICAL STORAGE FACILITY STEEL FRAME ELEVATIONS CHEMICAL STORAGE FACILITY DETAILS RETAINING WALL DETAILS 1 RETAINING WALL DETAILS 2 STRUCTURAL DETAILS 1 STRUCTURAL DETAILS 2 STRUCTURAL DETAILS 3 BRIDGE GENERAL PLAN DESIGN CRITERIA FOUNDATION PLAN ABUTMENT LAYOUT ABUTMENT DETAILS NO. 1 ABUTMENT DETAILS NO. 2 PIER DETAILS NO. 1 PIER DETAILS NO. 2 PIER DETAILS NO. 3 BRIDGE TYPICAL SECTION PRECAST GIRDER DETAILS BRIDGE REMOVAL DETAILS BRIDGE RAILING DETAILS MISCELLANEOUS DETAILS LIFT STATION TOP LEVEL PLAN LIFT STATION MIDDLE LEVEL PLAN LIFT STATION LOWER LEVEL PLAN LI FT STATION SECTION 1 LIFT STATION SECTION 2 LIFT STATION SECTION 3 FLOW METER VAULT PLANS FLOW METER VAULT SECTIONS GENERATOR ROOM AND FUEL TANK PLANS GENERATOR ROOM AND FUEL TANK SECTIONS ODOR CONTROL FACILITY PLAN ODOR CONTROL FACILITY SECTIONS CHEMICAL FEED SYSTEM ISOMETRIC AND DETAILS CHEMICAL FEED SYSTEM PLAN CHEMICAL FEED SYSTEM SECTIONS MECHANICAL DETAILS 1 MECHANICAL DETAILS 2 MECHANICAL DETAILS 3 MECHANICAL DETAILS 4 MECHANICAL DETAILS 5 MECHANICAL DETAILS 6 HVAC LEGEND HVAC SCHEMATIC DIAGRAM 15 Sheet No. 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 Drawing No H-3 H-4 H-5 H-6 H-7 H-8 H-9 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 E-12 E-1 3 E-14 E-1 5 E-16 E-1 7 E-18 E-1 9 E-20 E-21 E-22 E-23 E-24 E-25 E-26 E-27 E-28 E-29 E-30 E-31 E-32 E-33 E-34 E-35 E-36 P-1 P-2 P-3 P-4 P-5 P-6 Sheet Title GENERATOR / ELECTRICAL BUILDING PLAN GENERATOR / ELECTRICAL BUILDING SECTION LIFT STATION MIDDLE LEVEL PLAN LIFT STATION LOWER LEVEL PLAN LIFT STATION SECTION 1 AND 2 HVAC DETAILS 1 HVAC DETAILS 2 ELECTRICAL LEGEND & SYMBOLS 1 ELECTRICAL LEGEND & SYMBOLS 2 STANDARD DETAILS 1 STANDARD DETAILS 2 STANDARD DETAILS 3 ELECTRICAL SITE PLAN DUCTBANK SECTIONS 1 DUCTBANK SECTIONS 2 DUCTBANK SECTIONS 3 SINGLE LINE DIAGRAM 1 SINGLE LINE DIAGRAM 2 ELEVATIONS CONTROL SCHEMATICS 1 CONTROL SCHEMATICS 2 CONTROL SCHEMATICS 3 CONTROL SCHEMATICS 4 CONTROL SCHEMATICS 5 LUMINAIRE FIXTURE SCHEDULE LIFT STATION PLAN AT TOP LEVEL LIFT STATION PLAN AT MIDDLE LEVEL LIFT STATION ENLARGED PLAN LIFT STATION SECTIONS FLOW METER VAULT PLANS AND SECTIONS GENERATOR / ELECTRICAL BUILDING POWER PLAN GENERATOR / ELECTRICAL BUILDING LIGHTING PLAN METER & VALVE VAULT ELECTRICAL PLAN ODOR CONTROL PLAN ODOR CONTROL DETAILS CHEMICAL FEED SYSTEM PLAN CHEMICAL FEED SYSTEM SECTIONS SECURITY SYSTEM DETAILS 1 SECURITY SYSTEM DETAILS 2 VEHICLE GATE CONTROLLER AND OPERATOR DETAILS PANEL SCHEDULE AND POWER LOAD SUMMARY CABLE & CONDUIT SCHEDULES 1 CABLE & CONDUIT SCHEDULES 2 INSTRUMENTATION LEGEND & SYMBOLS 1 INSTRUMENTATION LEGEND & SYMBOLS 2 LIFT STATION WET WELL FLOW METERING CHEMICAL FEED SYSTEM WET WELL VENTILATION SYSTEM 16 Sheet No. 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 Drawing No P-7 P-8 P-9 P-10 TC-1 TC-2 TC-3 TC-4 TC-5 TC-6 TC-7 TC-8 TC-9 TC-10 TC-11 Sheet Title ODOR CONTROL EXHAUST VENTILATION ODOR CONTROL BIOFILTERS ODOR CONTROL EXHAUST VENTILATION STANDBY GENERATOR TRAFFIC CONTROL GENERAL NOTES TRAFFIC CONTROL PLAN 1 TRAFFIC CONTROL PLAN 2 TRAFFIC CONTROL PLAN 3 TRAFFIC CONTROL PLAN 4 TRAFFIC CONTROL PLAN 5 TRAFFIC CONTROL PLAN 6 TRAFFIC CONTROL PLAN 7 TRAFFIC CONTROL PLAN 8 TRAFFIC CONTROL PLAN 9 TRAFFIC CONTROL PLAN 10 17 PHASE III - BID SUPPORT SERVICES This task is general support to the City during the advertisement and bidding phase of construction including the award of the contract. This phase shall include the following; Task 1 - Preconstruction Meetings Prepare for and attend a preconstruction meeting at the City's office with City staff and the interested construction contractors. Respond to Contractor requests for information or clarification (RFFs) Prepare and Issue Addenda Attend Bid Opening 18 City of Carlsbad Replacement of Reaches VC11B-15 and the Agua Hedionda Lift Station PROJECT MANAGER Ray Fakhoury, PE Chris Herencia, PE Civil Ed Matthews, PE Ron Ross, PE Mechanical Victor Occiano, PE Odor Control Frank Shadan, PE Electrical Erick Lozano, PE Instrumentation James Bartlett, PE HVAC Tori Herencia Civil/Mechanical Designer Ken Calderwood, PE Trenchless Mike Anderson, PE Doug McCartney, PE Steve Davidson, PE Jim Schettler, PE Garr Jones, PE Pumps/Hydraulics Charles Joyce, PE Pipeline Farrukh Mazhar, PE Trenchless Construction Denis O'Malley, PE Constructability Review SUBCONSULTANTS San Dieguito Engineering Surveying AirX Potholing Ninyo & Moore Geotechnical Simon Wong Engineering Structural Pump Station R2H Engineering Structural Bridge Roseling Nakamura Terada Architectural Linscott, Law & Greenspan Traffic Control Estrada Land Planning Irrigation and Landscaping Planning Systems CEQA/Permitting FEE SUMMARY BY MAJOR TASK TASK DESCRIPTION PHASE // Task 1 - Project Management Task 2 - Site Coordination Task 3 - Investigations Task 4 - CEQA Compliance Task 5 - Permitting Task 6 - Prepare Contract Documents (incl. QA/QC) TOTAL ALL TASKS - PHASE II PHASE III Task 1 - Bid Phase Services TOTAL ALL TASKS PHASE II & PHASE III LABOR COST $110,145 $43,080 $32,258 $21,864 $56,768 $1,312,169 $1,576,284 $26,892 $1,603,176 SUBCONSULTANTSd) $0 $0 $218,700 $41,000 $30,500 $381,450 $671,650 $4,536 $676,186 DIRECT COSTS (2) $17,350 $400 $1,450 $850 $2,050 $11,900 $34,000 $1,300 $35,300 TOTAL COST $127,495 $43,480 $274,278 $67,814 $92,368 $1,743,664 $2,349,099 $33,182 $2,382,281 (1) Subconsultants fees includes Brown and Caldwell's 10% standard Markup. (2) Direct Costs consist of mileage to/from meetings, and reproduction costs for reports, bluelines, mylars. BR'OW'N AND CAL D W.'E'.fct' Team Member Ray Fakhoury Mike Anderson Doug McCartney Steve Davidson Jim Schettler Garr Jones Charles Joyce Farrukh Mazhar Chris Herencia Ed Matthews Kevin Calderwood Ron Ross Victor Occiano Nick Boswell James Bartlett Frank Shadan Erik Lozano Tori Herencia Tammy Burgoa City of Carlsbad Agua Hedionda Lift Station Final Design Schedule of Hourly Billing Rates 2008 / 2009* Hourly Billing Classification Rate PROJECT MANAGEMENT Executive Engineer $226 QUALITY ASSURANCE / QUALITY CONTROL Chief Engineer $243 Supervising Engineer $195 Supervising Engineer $195 Managing Engineer $226 TECHNICAL ADVISORS Vice President $243 Vice President - Infrastructure $243 Vice President $243 DESIGN TEAM Supervising Engineer $195 Managing Engineer $226 Supervising Engineer $195 Senior Engineer $169 Managing Engineer $226 Senior Engineer $169 Chief Engineer $243 Supervising Engineer (Electrical) $ 195 Engineer III (Instrumentation) $148 Senior Designer $139 Senior Drafter $110 SUPPORT STAFF Rasa Kulnys Dorothy Norton Debbie Morgan Janelle Kimenski Susan Pantig Senior Drafter Word Processor II Clerk Project Coordinator I Accountant I 1 $110 [ $88 $73 $96 $96 *Effective January 1, 2008 through December 31, 2009. Rates subject to a four percent (4%) escalation January 1, 2010.