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HomeMy WebLinkAbout15 APPROVE CSA FOR AS-NEEDED WATER ENGINEERING SERVICESAgenda Item 15 AGENDA REPORT Reviewed: City Manager 4Z6 Finance Director MEETING DATE: APRIL 5, 2011 TO: WILLIAM A. HUSTON, INTERIM CITY MANAGER FROM: DOUGLAS S. STACK, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER SUBJECT: APPROVE CONSULTANT SERVICES AGREEMENTS FOR AS -NEEDED WATER ENGINEERING SERVICES SUMMARY Proposals were requested and received from qualified firms to provide specialized water engineering tasks on an as -needed, on-call basis. Based upon review of the proposals, Consultant Services Agreements with AKM Consulting Engineers and Black & Veatch Corporation are now ready for approval. RECOMMENDATION It is recommended that the City Council approve Consultant Services Agreements with AKM Consulting Engineers, and Black & Veatch Corporation in a not -to -exceed annual amount of $250,000 for each agreement, and authorize the Mayor and City Clerk to execute the Agreements on behalf of the City. FISCAL IMPACT The initial task through this agreement would be to analyze and update the City's water distribution hydraulic model to identify the fire flow deficiencies in the distribution system CIP 60162. Sufficient funds have been budgeted and appropriated in the current Fiscal Year 2010-2011 Public Works Department Operating and Capital Improvement Program Budgets. The total annual cost of the tasks that may be assigned to each Consultant shall not exceed $250,000. DISCUSSION These agreements will provide staff with the ability to quickly mobilize a consultant for various specialized engineering design tasks for various water operations and capital improvement projects. The work covered under these agreements may include, but not be limited to: design of distribution facilities, water treatment and storage facilities, water distribution system hydraulic modeling and planning studies. With these agreements, when any design task is required, staff will initiate a task order to perform the work based upon the availability of the consultants and their price quotes for that particular work. Services will be compensated on a time and material basis based upon a specific scope of service and signed tasked order. Proposals to perform these professional engineering services were solicited through a formal Request for Proposal (RFP) process that also included the posting of the RFP on the City's website. Based on this solicitation, eleven (11) proposals were received. The City's consultant evaluation and selection process is based upon Qualification Based Selection (QBS) for professional services. Utilizing the QBS process, the proposals were ranked based upon their review by City staff, familiarity and experience with the work required, and favorable references. CSA for Water Engineering Services April 5, 2011 Page 2 The top two ranked consultants, AKM Consulting Engineers and Black & Veatch Corporation were selected to provide the Consultant services required by the City. The term for each agreement is for a one (1) year period and may be extended for two (2) additional one (1) year terms at the sole discretion of the City. The City Attorney has reviewed the Agreements and has approved them as to form. S. Stack, P.E. of Public Works/City Engineer Attachments: Consultant Services Agreement with AKM Consulting Engineers Consultant Services Agreement with Black & Veatch Corporation S:\City Council Items\2011 Council Items\Approval of CSA for As -Needed Water Engineering Services.docx CONSULTANT SERVICES AGREEMENT WITH AKM CONSULTING ENGINEERS CONSULTANT SERVICES AGREEMENT THIS AGREEMENT FOR CONSULTANT SERVICES, is made and entered into this day of 20 , by and between the CITY OF TUSTIN, a municipal corporation, hereafter re err( a to as "City", and AKM Consulting Engineers, a California Corporation, hereinafter referred to as "Consultant". RECITALS WHEREAS, City requires the services of a consultant to furnish the necessary as needed, on-call Water Engineering Services hereinafter referred to as "Project"; and WHEREAS, City has prepared a Request for Proposal (RFP) dated October 18, 2010, a copy of which is attached hereto, marked as Exhibit "A" and is by this reference incorporated into this Agreement; and WHEREAS, in response to City's RFP, Consultant has submitted to City a proposal dated November 22, 2010, a copy of which is attached hereto marked as Exhibit "B" and is by this reference incorporated into this Agreement; and WHEREAS, Consultant is qualified to provide the necessary services for the Project and desires to provide said services to City; and WHEREAS, City desires to retain the services of Consultant for said Project. NOW, THEREFORE, for the consideration and upon the terms and conditions hereinafter set forth, the parties agree as follows: AGREEMENT Section 1: Scope of Consultant's Services Consultant shall perform all work necessary to complete in a manner satisfactory to City, the services set forth in Exhibit "A" and Exhibit "B" in accordance with the terms and conditions of this Agreement. 1 Consultant hereby agrees and acknowledges that any and all performance pursuant to this Agreement shall be on an "on-call" basis. Any tasking shall be initiated by the City. Further, that execution of this Agreement by the City does not in any way guarantee that any tasking or request for on-call services will be issued to Consultant. Moreover, execution of this Agreement by the City shall not entitle Consultant to any form of payment or compensation from the City without City first having issued tasking or request for services from Consultant. Section 2: Order of Precedence In the event of a conflict between or among any of the documents comprising this Agreement, the following order of precedence shall govern the provision in question: 1. This Agreement 2. City's Request for Proposal (Exhibit "A") 3. Consultant's Proposal (Exhibit "B") Section 3: Time for Completion The time for completion of the work to be performed by Consultant is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently the work of this Agreement according to reasonable schedules established by the City for various items described and as outlined within Consultant's proposal. Consultant shall not be accountable for delays in the progress of its work caused by any condition beyond its control and without the fault or negligence of Consultant. Unless earlier terminated as provided elsewhere in this Agreement, this Agreement shall commence upon the effective date of this Agreement and continue in full force and effect for one (1) year after the effective date of the Agreement. This Agreement may be extended for two (2) additional one (1) year terms at the sole discretion of the City, by the city providing notice to the Consultant of such extension thirty (30) days prior to the expiration of the current term. Section 4: Compensation A. The compensation to be paid under this Agreement shall be on a time and material basis as set forth in the Consultant's proposal and with a not -to -exceed cost to be confirmed by the City for individual assignments. Hourly rates paid shall be in accordance with the billing rates as set forth in Exhibit "B". B. Maximum contract amount in any year, for services rendered pursuant to this Agreement shall not exceed two hundred and fifty thousand dollars ($250,000.00). 4 C. Consultant shall submit detailed invoices, based upon the actual work performed accompanied by backup documentation as requested by the City. D. Progress payments for work completed shall be paid by City as the work progresses, within thirty (30) days of the date of Consultant's invoice. E. Consultant shall provide City with a monthly itemization of all work performed, and the fees accrued thereon, in complete and sufficient detail to fully apprise City thereof. Section 5: Independent Contractor Consultant's relationship to City in the performance of this Agreement is that of an independent contractor. Consultant's personnel performing services under this Agreement shall at all times be under Consultant's exclusive direction and control and shall be employees of Consultant and not employees of City. Consultant shall pay all wages, salaries and other amounts due its employees in connection with this Agreement and shall be responsible for all reports and obligations respecting them, such as social security, income tax withholding, unemployment compensation, worker's compensation and similar matters. Section 6: Indemnification Consultant agrees to indemnify, defend and hold City, its officers, agents, employees, successors and assigns harmless from any loss, damage, injury, sickness, death, or other claim made by any person and from all costs, expenses and charges including attorney's fees caused by or arising out of Consultant's, its officers', agents', subcontractors', or employees' negligent acts, negligent errors, or negligent omissions or willful misconduct, or conduct for which the law imposes strict liability on Consultant in the performance or failure to perform this Agreement. Section 7: Insurance A. Consultant shall maintain in full force and effect during the term of this Agreement policies of commercial general liability and automobile liability insurance (each of which shall include property damage and bodily injury) and each with limits of at least $1,000,000 combined single limit coverage per occurrence. B. Consultant shall maintain in full force and effect during the term of this Agreement a policy of professional liability insurance coverage with limits of at least $1,000,000 combined single limit coverage per claim or per occurrence. If Consultant provides claims made professional liability insurance, Consultant shall 3 also agree in writing either (1) to purchase tail insurance in the amount required by this Agreement or to cover claims made within five (5) years of the completion of Consultant's service under this Agreement, or (2) to maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by this Agreement for at least five (5) years after completion of Consultant's services under this Agreement. Consultant shall also provide evidence to the City of the purchase of the required tail insurance or continuation of the professional liability policy by executing the attached Letter Agreement on Consultant's letterhead. C. Consultant shall carry and pay for such workers' compensation insurance as is required to fully protect Consultant and its employees under California Worker's Compensation Insurance Law. The insurance company shall agree to waive all rights of subrogation against the City for losses paid under the policy, which losses arose from the work performed by the named insured. D. Other applicable insurance requirements are: (1) Name the City, its officials and employees as additional insured on the commercial general liability and automobile liability insurance policies. (2) The insurance shall be issued by a company authorized by the Insurance Department of the State of California and rated A, VII (seven) or better (if an admitted carrier) or A-, X (ten) or better (if offered by a surplus line broker), by the latest edition of Best's Key Rating Guide, except that the City will accept workers' compensation insurance rated B-, VII (seven) or better, or from the State Compensation fund. (3) The insurance shall not be cancelled, except after thirty (30) days written prior notice to the City; and (4) The commercial general liability and automobile liability insurance shall each be primary as respects the City, and any other insurance maintained by the City shall be in excess of this insurance and not contribute to it. E. Upon execution of this Agreement, Consultant shall provide to City certificates of insurance and insurer endorsements evidencing the required insurance. Insurer endorsements (or a copy of the policy binder if applicable) shall be provided as evidence of meeting the requirements of Subsections (1)(3) and (4) of Section 7D above and the waiver of subrogation requirement in Section 7C above. If self- insured for worker's compensation, Consultant shall submit to City a copy of its certification of self-insurance issued by the Department of Industrial Relations. Section 8: Termination of Agreement A. City and Consultant shall each have the right to terminate any or all of the services covered by this Agreement at any time or any reason by giving ten (10) business days written advance notice to the other party. B. Upon termination of this Agreement, Consultant shall be paid for services rendered by the effective date of the termination. 4 C. Upon termination of this Agreement or completion of the Project, all documents relating to the Project shall become the sole property of City. Should City terminate this Agreement pursuant to subparagraph A. of this Section, Consultant shall within ten (10) business days of receipt of notice of termination, provide City with all documents within Consultant's possession relating to this Agreement and the Project, including but not limited to all completed documents and all drafts of uncompleted documents. Section 9: Notice Any notice allowed or required to be given shall be effective upon personal delivery thereof, or upon depositing thereof in the United States Postal Service, certified mail, upon receipt requested, postage prepaid, addressed as follows: To City: City of Tustin Aftn.: Douglas S. Stack, P.E. Director of Public Works/City Engineer 300 Centennial Way Tustin, CA 92780-3715 To Consultant: AKM Consulting Engineers Attn.: Zeki Kayiran, P.E., Principal 553 Wald Irvine, CA 92618 Section 10: Miscellaneous Provisions A. Consultant shall proceed immediately and diligently to perform the services provided for in this Agreement upon receipt of notice from City to proceed therewith. B. No part of this Agreement may be assigned by Consultant without the prior written approval of City. C. This Agreement shall extend to and be binding upon and inure to the benefit of heirs, executors, administrators, successors and assigns of the respective parties hereto. D. Consultant shall perform all services required under this Agreement using that degree of care and skill ordinarily exercised under similar conditions in similar localities, and shall be responsible for all errors and omissions for services performed by Consultant under the terms of this Agreement. 5 E. Consultant certifies that there shall be no discrimination against any employee who is employed in the work covered by this Agreement, or against any application of such employment, because of race, religion, color, sex, or national origin including but not limited to, the following: employment, upgrading, demotion or transfer, recruitment, or recruitment advertising, lay-off or termination, rate of pay or other forms of compensation, and selection for training, including apprenticeship. F. This Agreement shall be interpreted in accordance with California Law. The parties agree that the Orange County Superior Court is the exclusive venue for any lawsuits by either party regarding this Agreement. IN WITNESS WHEREOF, this Agreement was executed by the parties on the date and year first above written. "CITY" CITY OF TUSTIN Jerry Amante Title Mayor ATTEST: Pamela Stoker, City Clerk APPROVED AS TO FORM: () 4,1 r Dougla C. Holland, Tty Attorney "CONSULTANT" AKM CONSULTING ENGINEERS By � Zeki Kayiran, P.E. Title President 9 o- r ACKNOWLEDGMENT State of California County of OnZ7y�1'is� ZO%/ before me, (insert name and title of the officer) personally appeared 4c - who proved to me on the basis of satisfadtory evidence to be the person(s) whose name(syS%re subscribed to the within instrument and acl<nowle�is/ to me th he/they executed the same in is her/their authorized capacity(ies), and that b er/their sig a ure(s) on the instrument the son(s), or the entity upon behalf of which the person(s) 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 (Seal) JOHN HARD COMM...1790743 m NOTARY PUBLIC -CALIFORNIA —I ORANGE COUNTY W My Term Exp. March 2, 2012 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER �I INDIVIDUAL ❑ CORPORATE OFFICER nTup -c ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES Z7 ^ Z off/ DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE EXHIBIT A - CITY'S REQUEST FOR PROPOSAL TUSTIN BUILDING OUR FUTURE IIONORING OUR PAST CITY OF TUSTIN 300 Centennial Way Tustin, California 92780 REQUEST FOR PROPOSALS for Professional Consulting Services for the As -Needed Water Engineering Services October 2010 PROPOSAL SUBMITTALS: Responses to the Request for Proposal (RFP) are to be submitted to: Dana R. Kasdan, P.E. Engineering Services Manager Public Works Department City of Tustin 300 Centennial Way Tustin, California 92780 no later than 4:00 P. M. on November 22, 2010. Six (6) copies of the proposal shall be submitted in a sealed envelope and marked: "Proposal for the As -Needed Water Engineering Services." Proposals received after the specified time will not be accepted and will be returned unopened. Fees shall be provided in a separate sealed envelope. Questions regarding this request will be limited to written form and shall be submitted no later than 14 calendar days prior to the deadline for proposal submission. Verbal inquiries will not be accepted. Questions shall be directed to Dana Kasdan. 1111I9TX1 1. Project Description 2 ii. Schedule of Events 2 III. Scope of Work 2 IV. Proposal Requirements 4 V. General Requirements 6 A. Consultant Evaluation & Selection Process 8 VII. Administration Specifications 9 ATTACHMENTS CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 2 I. PROJECT DESCRIPTION The City of Tustin, Public Works Department is requesting proposals from qualified Civil Engineering firms to provide consulting services on an "as -needed" basis for projects to be determined during the term of the contract. The contract will be for a one (1) year term with provisions for two -one year extensions with the total term not exceeding three (3) years. The total fees to consultant for all assignments authorized during each year shall not exceed $250,000. The City's Public Works Department has an annual capital improvement program and an operating budget for water related projects. The Department, from time to time, has the need to retain the services of a consulting civil engineering firm to assist in performing preliminary engineering, studies, and project design. Design will include the preparation of plans, specifications, cost estimates, and contract documents for various kinds of projects included in the budget. Mostly the projects involve water main installation and replacement design. However, the assignments may include any aspect of water storage, treatment and distribution of domestic water. The City is desirous of contracting with a civil engineering firm to be available to perform services on an "as -needed" basis when consulting engineering services are needed. The City will issue Task Orders for each project based upon a scope of services, work schedule, and fee proposal submitted to the City for its review and approval. Any tasking shall be initiated solely by the City. Further, execution of a contract by the City does not in any way guarantee that any tasking or request for on-call services will be issued to any party. Moreover, execution of a contract by the City shall not entitle the other party to any form of payment or compensation from the City without first having issued tasking or request for services from the consultant. II. SCHEDULE OF EVENTS 10/18/2010 Issuance of Request for Proposals 11/8/2010 Deadline for written questions. 11/22/2010 Proposals due at Tustin City Hall by 4:00 P.M. 1/18/2011 City Council Approval of Consultant Contract (est. date) 1/24/2011 Issuance of notice to proceed (est. date) III. SCOPE OF WORK Although the City is attempting to identify the limits and services required, this should not unnecessarily limit the consultant in the development of a scope it believes is necessary to meet the City's goals and objectives. In general, the consultant shall perform civil engineering, including geotechnical and surveying, services on an "as -needed" basis for various projects assigned by the City. The CITY or TUSTIN As --Needed Water Engineering Services - RFP October 2010 Page 3 scope of work for any one project may involve all phases of project development and may include but not be limited to the following: 1. Preliminary Engineering Prepare alternative preliminary layouts, surveying, geotechnical services, hydraulic system modeling and estimates of probable cost for alternatives, and prepare engineering details, and calculations. Present alternatives and provide recommendations and analyses of the advantages of each alternative. 2. Permits Assist the City in obtaining approvals from applicable agencies for environmental, and/or other permits as may be required. 3. Construction Documents Prepare engineering calculations and designs, plans, specifications, cost estimates, and contract bidding documents. The construction documents shall be reviewed by the City at the preliminary engineering, sixty (60%), ninety percent (90%), and final documents stages. The design engineer will be responsible for all required services; which may include utility coordination, geotechnical investigation, survey, traffic plans, etc. The drawings shall be 24 -inch X 36 -inch ink on mylar media. For all deliverables, the consultant shall adhere to the requirements and conditions specified in Attachment C - City of Tustin Mapping, Plan preparation & Document Requirements. 4. Bidding Stage Assist the City in answering bidders' questions, attend pre-bid conferences and job walks, prepare addenda, analyze bids, and recommend award. 5. Construction Stage Attend pre -construction conference. Monitor construction schedule, visit construction site as required for progress and quality of work. Assist the engineer, contractor, and inspector with interpretation of the plans and specifications, analysis of changed conditions, development of corrective action, review of shop drawings and other submittals, and the review and negotiation of change orders. Prepare "as -built" drawings. It is anticipated that the majority of the assigned projects will involve the design and preparation of plans and specifications for the construction of water distribution improvements. CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 4 IV. PROPOSAL REQUIREMENTS Although the City requires no specific format, this section is intended to provide guidelines to the consultant regarding features that the City will look for and expect to be included in the proposal. 1. Content & Format The City requests that proposals submitted be organized and presented in a neat and logical format and are relevant to these services. Consultant's proposals shall be clear, accurate, and comprehensive. Excessive or irrelevant material will not be favorably received. Proposals shall contain no more than 10 typed pages using a 10 point minimum font size, including transmittal/offer letter and resumes of key people, but excluding Index/Table of Contents, tables, charts, and graphic exhibits. The purpose of these restrictions is to minimize the costs of proposal preparation and to ensure that the response to the RFP is fully relevant to the project. The proposal should include the following: • Transmittal/offer letter. • Page numbering. • Index/Table of Contents. • Approach. • Team Organization including an organization diagram and time commitment of key staff. • Statement of Qualifications including descriptions of similar projects by key staff to be assigned during the term of the contract. • Brief resumes of key staff. • Schedule of Hourly Rates and fees in a separate sealed envelope. 2. Approach A description of the firm's approach and work program to meet the city's objectives shall be included. It should explain the technical approach, methodology, and specific tasks and activities that will be performed to address the specific issues and work items. 3. Team Organization The purpose of this section is to describe the organization of the project team including subconsultants and key staff. A project manager and an alternaterp oiect manager shall be named who shall be the prime contact and be responsible for coordinating all activities with the City. An organization diagram shall be submitted showing all key team members and illustrating the relationship between the City, the CITY lir TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 5 project manager, key staff, and subconsultants. There also should be a brief description of the role and responsibilities of all key staff and subconsultants identified in the team organization. 4. Statement of Qualifications The information provided in this section should describe the qualifications of the firm and key staff in performing projects within the past five years that are similar in scope and size to demonstrate competence to perform these services. The projects listed should be those that the key staff named for this project were responsible for performing. Information shall include: • Names of key staff that participated on named projects and their specific responsibilities. • The client's name, contact person, addresses, and telephone numbers. • A brief description of type and extent of services provided. • Completion dates (estimated, if not yet completed). • Total costs of the projects. There should be included in the section brief resumes of key personnel who will provide these services demonstrating their qualifications and experience. Resumes should highlight education, relevant experience, licenses, and specific responsibilities for services described. 5. Fee Proposal Compensation for services provided shall be based upon the consultant's detailed fee proposal to furnish the services detailed in their proposal. A Fee Proposal shall be submitted in a separate, sealed envelope and marked as "Fee Proposal" along with the name of the project. A work program together with a breakdown of labor hours by employee billing classification together with the cost of non -labor and subconsultant services shall be included with the fee proposal. The labor breakdown shall be compiled based upon a listing of work tasks that correlates with the consultant's defined scope of work for the project proposal. This information will be used by the City staff to evaluate the reasonableness of the fee proposal and may be used in negotiating the final fee amounts for the contract agreement. The fee proposal of the three top ranked consultants will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants. The Fee Proposals of those consultants not ranked in the top three will be returned to them unopened upon award of contract to the selected consultant. CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 6 The City will negotiate the final fee with the top ranked consultant(s). Reimbursable expenses shall not be allowed unless negotiated prior to a contract. Price escalations during the contract term are disfavored and will not be allowed unless negotiated prior to execution of contract. Although no public meetings are anticipated, the fee proposal shall include a unit cost for a public meeting (e.g., $/public meeting) in the event a meeting (or... additional meetings) will be required. The consultant shall prepare progress billings, reflective of the project schedule and the scope of work completed, by line item and description. 6. Statement of Offer & Signature The Proposal shall contain a statement that the proposals are a firm offer for a 90 - day period and signed by an individual authorized to act on behalf of the firm. V. GENERAL REQUIREMENTS . Insurance Requirements The consultant shall furnish with the proposal proof of the following minimum insurance coverage. These minimum levels of coverage are required to be maintained for the duration of the project: A. General Liability and Automobile Liability Coverage - $1,000,000 per occurrence for bodily injury and property damage. If Commercial General Liability Insurance or other form with a general limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. B. Professional Liability Coverage - $1,000,000 per occurrence (note: A "claims made" policy is acceptable). If consultant provides "claims made" coverage, consultant shall also agree in writing to either: i. Purchase Tail Insurance in the amount required by the resulting agreement to cover claims made within five years of completion of consultant's services under the agreement. ii. Maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by the resulting CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 7 agreement five years after completion of consultant's services under this agreement. The consultant shall provide written evidence of either form by executing the attached letter agreement (Attachment B) on consultant letterhead. C. Worker's Compensation Coverage - State statutory limits. Deductibles, Self -Insurance Retentions, or Similar Forms of Coverage Limitations or Modifications, must be declared to and approved by the City of Tustin. The consultant is encouraged to contact its insurance carriers during the proposal stage to ensure that the insurance requirements can be met if selected for negotiation of a contract agreement. The City shall be named as Additional Insured and no policy may be modified or cancelled prior to thirty (30) days written notice. Certificates of insurance and insurer endorsements evidencing the required insurance shall be provided. 2. Standard Form of Agreement The consultant will enter into an agreement with the City based upon the contents of the RFP and the consultant's proposal. The City's standard form of agreement is included as Attachment A. The consultant shall carefully review the agreement, and include with the proposal a description of any exceptions requested to the standard contract. If there are no exceptions, a statement to that effect shall be included in the proposal. 3. Disclaimer This RFP does not commit the City to award a contract, or to pay any costs incurred in the preparation of the proposal. The City reserves the right to extend the due date for the proposal, to accept or reject any or all proposals received as a result of this request, to negotiate with any qualified consultant, or to cancel this RFP in part or in its entirety. The City may require the selected consultant to participate in negotiations and to submit such technical, fee, or other revisions of their proposals as may result from negotiations. 4. Assigned Representatives The City will assign a responsible representative to administer the contract, and to assist the consultant in obtaining information. The consultant also shall assign a responsible representative (project manager) and an alternate, who shall be identified in the proposal. The consultant's representative will remain in responsible charge of the consultant's duties from the notice -to -proceed through project CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 8 completion. If the consultant's primary representative should be unable to continue with the project, then the alternate representative identified in the proposal shall become the project manager. The City's representative shall first approve any substitution of representatives or subconsultants identified in the proposal in writing. The City reserves the right to review and approve/disapprove all key staff and subconsultant substitution or removal, and may consider such changes not approved to be a breach of contract. 5. City Business License A city business license will be required of the consultant and any subconsultants for services under this agreement. VI. CONSULTANT EVALUATION & SELECTION PROCESS The City's consultant evaluation and selection process is based upon Qualifications Based Selection (QBS) for professional services. The following criteria will be used in evaluating the proposals using a point value system (100 points) based upon the weighting indicated below: 1. Approach and work plan to achieve specified city objectives. (25 points) 2. Qualifications and experience of the project manager and other key individuals. (40 points) 3. Results of reference checks. (15 points) Reference checks will only be conducted for a short list of firms or the top rated firm. 4. Clarity of proposal. (10 points) 5. Compliance with proposal requirements including the 10 page limitation. (10 points) The City may elect to interview a short list of qualified firms or to interview only the top rated firm based upon the proposals submitted for the project. The City staff will negotiate a contract with the one or two best qualified firms for the desired consulting services. Should the City staff be unable to negotiate a satisfactory contract with the firm considered to be the most qualified, negotiations with that firm shall be formally terminated. Negotiations will then be undertaken with the next most qualified firm. Failing accord with the second most qualified firm, the City staff will terminate negotiations and continue the negotiation process with the next most qualified firms in order of their evaluation ranking until an agreement is reached and a firm is selected and an agreement is executed. Please refrain from making any verbal inquires or requests for a formal debriefing related to the subject RFP until the City of Tustin completes the ongoing contract process. CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 9 VI1. ADMINISTRATION SPECIFICATIONS A. The City of Tustin's Rights to Proposals All proposals, upon submission to the City of Tustin shall become its property for use as deemed appropriate. By submitting a proposal, the offerer covenants not to make any claim for or have any right to damages because of any misinterpretation or misunderstanding of the specification, or because of any misinformation or lack of information. The City of Tustin has the following prerogatives with regard to proposals submitted: - to accept or reject any or all proposals; - to correct any arithmetic errors in any or all proposals submitted; - to utilize any or all the ideas from proposals submitted; - to change the proposal's due date upon appropriate notification; - to adopt any or all of an offerer's proposal; and - to negotiate modifications to the scope and fee with selected offerer prior to contract award. ATTACHMENTS Attachment A -- Sample Consultant Services Agreement Attachment B -- Letter Agreement Attachment C-- City of Tustin Mapping, Plan preparation, & Document Requirements ATTACHMENT A SAMPLE CONSULTANT SERVICES AGREEMENT CONSULTANT SERVICES AGREEMENT THIS AGREEMENT FOR CONSULTANT SERVICES, is made and entered into this —day of 20 , by and between the CITY OF TUSTIN, a municipal corporation, hereafter referred to as "City", and a California Corporation, hereinafter referred to as "Consultant". RECITALS WHEREAS, City requires the services of a consultant to furnish the necessary [engineering or other] services for the [describe project] hereinafter referred to as "Project'; and WHEREAS, City has prepared a Request for Proposal (RFP) dated , a copy of which is attached hereto, marked as Exhibit "A" and is by this reference incorporated into this Agreement; and WHEREAS, in response to City's RFP, Consultant has submitted to City a proposal dated , a copy of which is attached hereto marked as Exhibit "B" and is by this reference incorporated into this Agreement; and WHEREAS, Consultant is qualified to provide the necessary services for the Project and desires to provide said services to City; and WHEREAS, City desires to retain the services of Consultant for said Project. NOW, THEREFORE, for the consideration and upon the terms and conditions hereinafter set forth, the parties agree as follows: AGREEMENT Section 1: Scope of Consultant's Services Consultant shall perform all work necessary to complete in a manner satisfactory to City, the services set forth in Exhibit "A" and Exhibit "B" in accordance with the terms and conditions of this Agreement. Section 2: Order of Precedence In the event of a conflict between or among any of the documents comprising this Agreement, the following order of precedence shall govern the provision in question: 1. This Agreement 2. City's Request for Proposal (Exhibit "A") 3. Consultant's Proposal (Exhibit "B") Section 3: Time for Completion The time for completion of the work to be performed by Consultant is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently the work of this Agreement according to reasonable schedules established by the City for various items described and as outlined within Consultant's proposal. Consultant shall not be accountable for delays in the progress of its work caused by any condition beyond its control and without the fault or negligence of Consultant. Section 4: Compensation A. The compensation to be paid under this Agreement shall be as set forth in Exhibit "B", which shall not exceed a total cost of $ B. Consultant shall submit detailed invoices, based upon the actual work performed accompanied by backup documentation as requested by the City. C. Progress payments for work completed shall be paid by City as the work progresses, within thirty (30) days of the date of Consultant's invoice. D. Consultant shall provide City with a monthly itemization of all work performed, and the fees accrued thereon, in complete and sufficient detail to fully apprise City thereof. Section 5: Independent Contractor Consultant's relationship to City in the performance of this Agreement is that of an independent contractor. Consultant's personnel performing services under this Agreement shall at all times be under Consultant's exclusive direction and control and shall be employees of Consultant and not employees of City. Consultant shall pay all wages, salaries and other amounts due its employees in connection with this Agreement and shall be responsible for all reports and obligations respecting them, such as social 2 security, income tax withholding, unemployment compensation, worker's compensation and similar matters. Section 6: Indemnification Consultant agrees to indemnify, defend and hold City, its officers, agents, employees, successors and assigns harmless from any loss, damage, injury, sickness, death, or other claim made by any person and from all costs, expenses and charges including attorney's fees caused by or arising out of Consultant's, its officers', agents', subcontractors', or employees' negligent acts, negligent errors, or negligent omissions or willful misconduct, or conduct for which the law imposes strict liability on Consultant in the performance or failure to perform this Agreement. Section 7: Insurance A. Consultant shall maintain in full force and effect during the term of this Agreement policies of commercial general liability and automobile liability insurance (each of which shall include property damage and bodily injury) and each with limits of at least $1,000,000 combined single limit coverage per occurrence. B. Consultant shall maintain in full force and effect during the term of this Agreement a policy of professional liability insurance coverage with limits of at least $1,000,000 combined single limit coverage per claim or per occurrence. If Consultant provides claims made professional liability insurance, Consultant shall also agree in writing either (1) to purchase tail insurance in the amount required by this Agreement or to cover claims made within five (5) years of the completion of Consultant's service under this Agreement, or (2) to maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by this Agreement for at least five (5) years after completion of Consultant's services under this Agreement. Consultant shall also provide evidence to the City of the purchase of the required tail insurance or continuation of the professional liability policy by executing the attached Letter Agreement on Consultant's letterhead. C. Consultant shall carry and pay for such workers' compensation insurance as is required to fully protect Consultant and its employees under California Worker's Compensation Insurance Law. The insurance company shall agree to waive all rights of subrogation against the City for losses paid under the policy, which losses arose from the work performed by the named insured. D. Other applicable insurance requirements are: (1) Name the City, its officials and employees as additional insured on the commercial general liability and automobile liability insurance policies. (2) The insurance shall be issued by a company authorized by the Insurance Department of the State of California and 3 rated A, VII (seven) or better (if an admitted carrier) or A-, X (ten) or better (if offered by a surplus line broker), by the latest edition of Best's Key Rating Guide, except that the City will accept workers' compensation insurance rated B-, VII (seven) or better, or from the State Compensation fund. (3) The insurance shall not be cancelled, except after thirty (30) days written prior notice to the City; and (4) The commercial general liability and automobile liability insurance shall each be primary as respects the City, and any other insurance maintained by the City shall be in excess of this insurance and not contribute to it. E. Upon execution of this Agreement, Consultant shall provide to City certificates of insurance and insurer endorsements evidencing the required insurance. Insurer endorsements (or a copy of the policy binder if applicable) shall be provided as evidence of meeting the requirements of Subsections (1)(3) and (4) of Section 7D above and the waiver of subrogation requirement in Section 7C above. If self- insured for worker's compensation, Consultant shall submit to City a copy of its certification of self-insurance issued by the Department of Industrial Relations. Section 8: Termination of Agreement A. City and Consultant shall each have the right to terminate any or all of the services covered by this Agreement at any time or any reason by giving ten (10) business days written advance notice to the other party. B. Upon termination of this Agreement, Consultant shall be paid for services rendered by the effective date of the termination. C. Upon termination of this Agreement or completion of the Project, all documents relating to the Project shall become the sole property of City. Should City terminate this Agreement pursuant to subparagraph A. of this Section, Consultant shall within ten (10) business days of receipt of notice of termination, provide City with all documents within Consultant's possession relating to this Agreement and the Project, including but not limited to all completed documents and all drafts of uncompleted documents. Section 9: Notice Any notice allowed or required to be given shall be effective upon personal delivery thereof, or upon depositing thereof in the United States Postal Service, certified mail, upon receipt requested, postage prepaid, addressed as follows: 4 To City: City of Tustin Attn.: Department Head 300 Centennial Way Tustin, CA 92780-3715 To Consultant: Section 10: Miscellaneous Provisions A. Consultant shall proceed immediately and diligently to perform the services provided for in this Agreement upon receipt of notice from City to proceed therewith. B. No part of this Agreement may be assigned by Consultant without the prior written approval of City. C. This Agreement shall extend to and be binding upon and inure to the benefit of heirs, executors, administrators, successors and assigns of the respective parties hereto. D. Consultant shall perform all services required under this Agreement using that degree of care and skill ordinarily exercised under similar conditions in similar localities, and shall be responsible for all errors and omissions for services performed by Consultant under the terms of this Agreement. E. Consultant certifies that there shall be no discrimination against any employee who is employed in the work covered by this Agreement, or against any application of such employment, because of race, religion, color, sex, or national origin including but not limited to, the following: employment, upgrading, demotion or transfer, recruitment, or recruitment advertising, lay-off or termination, rate of pay or other forms of compensation, and selection for training, including apprenticeship. F. This Agreement shall be interpreted in accordance with California Law. The parties agree that the Orange County Superior Court is the exclusive venue for any lawsuits by either party regarding this Agreement. 5 IN WITNESS WHEREOF, this Agreement was executed by the parties on the date and year first above written. ATTEST: Pamela Stoker, City Clerk APPROVED AS TO FORM: Douglas C. Holland, City Attorney "CITY" CITY OF TUSTIN M Title "CONSULTANT" a Title L ATTACHMENT B LETTER AGREEMENT FOR PROVIDING LIABILITY INSURANCE TO BE REPRODUCED (PRINTED) ON CONSULTANT'S LETTERHEAD Date City of Tustin 300 Centennial Way Tustin, CA 92780 Attn: Dana R. Kasdan, P.E., Engineering Services Manager Subject: Dear Mr. Kasdan: has executed the Consultant Services Agreement for the above referenced project. In lieu of providing occurrence based professional liability insurance coverage as required by the Agreement, warrants and represents that it shall maintain insurance coverage with the insurance company listed on the attachment, or with an equivalent carrier in the amounts indicated for at least five (5) years after the completion of the consulting services under the Agreement. will provide the City with certificates of insurance coverage within the period established above in order to evidence compliance with this Agreement. Sincerely, CONSULTANT NAME Authorized Signature ACCEPTED AND AGREED TO: Douglas S. Stack, P.E. Director of Public Works/City Engineer APPROVED AS TO FORM: Douglas C. Holland City Attorney SACSA & RFPICSA - Tail Insurance - Long.doc ATTACHMENT C CITY OF TUSTIN MAPPING, PLAN PREPARATION & DOCUMENTATION REQUIREMENTS CITY OF TUSTIN MAPPING, PLAN PREPARATION, 8c DOCUMENTATION REQUIREMENTS As an integral part of the City of Tustin's Infrastructure Mapping & Engineering system, computer-aided drafting and design (CADD) and geographic information system (GIS) standards have been established to provide a systematic method of transferring and exchanging of data between the City and outside engineers and other consultants. Standards for file format, layering, line types, and other conventions are necessary in order to manage the large amounts of data that comprise the City's digital base map, and allow progressive expansion of the data base into future mapping and GIS applications. Layering and linetype conventions are AutoCAD -based (latest version attached herewith). In order to interchangeably utilize the data contained in the infrastructure mapping system, CADD drawings must be in AutoCAD "DWG" format. Engineers and other consultants are requested to provide data to the City in AutoCAD format (i.e., in compliance with the DWG file format and the City's layering and linetype standards) as their projects are completed and submitted to the City for final acceptance. For projects that span an extended period of time, interim drawing files, in AutoCAD format, may be requested. Although most consulting engineers routinely utilize CADD programs, there may be a few that do not. For this reason, an option may be included to allow the developer to submit manually prepared plans and, in lieu of CADD files, provide a cash deposit to the City to have the drawings converted into digital CADD format (i.e., scanned images are not acceptable). This deposit would cover the cost of computerized data entry of key information shown on the improvement plans. The complexity and costs associated with the CADD conversion would vary with the complexity of the development project. Any excess deposit would be returned to the developer. MAPPING To the extent possible, mapping shall be prepared to engineering accuracy (i.e., to two decimal places) based on available improvement plans, right-of-way maps, parcel maps, and tract maps. When information from different sources appears to conflict, assumptions shall be documented and the City shall be notified in writing. Preliminary CADD drawings may be plotted on reproducible bond paper. Final CADD drawings shall be plotted on 4 mil thick mylar and provided to the City as a deliverable product. -1- (Revised July 18, 2005) Final CADD mapping files may be delivered to the City on a CD. All final CADD drawing files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original CADD drawings by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained on the original CADD drawings. ENGINEERING PLANS Engineering plans shall be prepared using the latest version of AutoCAD software. Regardless of the CADD program utilized, the City's convention for information layering shall be followed by the consultant (see attached list). Line types, line weights, symbols, notation, abbreviations, and title blocks shall be consistent with the City's current standards. CADD drawing files shall be provided to the City in DWG (AutoCAD) format. Preliminary CADD drawings, including plan, profile, and cross-sections, may be plotted on reproducible bond paper. Final CADD plans, including plan, profile, and cross-section, shall be plotted on 4 mil thick mylar and provided to the City as a deliverable product. Final CADD drawing files may be delivered to the City on a CD. All final CADD drawing files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original CADD drawings by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained on the original CADD drawings. DOCUMENTS Document files shall be prepared using the latest version of Microsoft Word. Final documents files shall be provided to the City on a CD as a deliverable product. All final document files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original documents by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained in the original documents. -2- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 New construction to be designated by the Prefix "N-" Laver Name Description Linetype Color 0 Undefined - (Limited Use Only)- Create All Blocks In Layer "0' Continuous 7 -White ARROW Construction Note Leader & Arrow Continuous 7 -White BORDER Title blocks & borders Continuous 202 - BUILD -C1 Single -Story Commercial Building Continuous 21 - BUILD -C2 Two -Story Commercial Building Continuous 21 - BUILD -C3 Three -Story Commercial Building Continuous 21- BUILD-SR1 Single -Story Single Family Residential Building Continuous 40 -Orange BUILD-SR2 Two -Story Single Family Residential Building Continuous 40 -Orange BUILD-MR1 Single -Story Multi -Family Residential Building Continuous 41- BUILD-MR2 Two -Story Multi -Family Residential Building Continuous 41- BUILD-IND1 Single -Story Industrial Building Continuous 42- BUILD-IND2 Two -Story Industrial Building Continuous 42- CALLOUT CAN Construction Note Callouts Continuous 4 -Cyan CHANNEL Cable TV Conduit Flood Control Channels (Uned/Unlined) T-Caty 51 -yellow CB-(#) Catch Basin -(Size in Feet) T -Storm Continuous 211 -Violet 7 -White CITY CL City Limit Line T -City 4 -Cyan CL -E -FC Street Centerline Flood Control Easement Centerline T -CL 1 -Red CL-E-IRWD Irvine Ranch Water District Easement Centerline T -CL T 211 -Violet CL -E -MWD Municipal Water District Easement Centerline -CL T 150 -Blue CL -E -PVT Private Street Easement Centerline -CL T -CL 150 -Blue 61 -Yellow CL -E -RAIL Railroad Easement Centerline T -CL 31 -Beige CL -E -S Sewer Easement Centerline T -CL 220 -Violet CL -E -SCE Southern California Edison Easement Centerline T -CL 241 -Violet CL -E -SD Storm Drain Easement Centerline T -CL 190 -Purple CL-E-UTIL Utility Easement Centerline T -CL 200 -Purple CL -E -W Water Line Easement Centerline T -CL 150 -Blue CL -FC Flood Control Channel Centerline T -CL 211 -Violet CL -FREE Freeway Centerline T -CL 1 -Red CL -G Flow Line of Valley Gutter T -CL 252 - CL -RAIL CONTOUR Railroad Centerline Contour Lines T -CL 31 -Beige CULVERT Parkway Culvert Continuous 2 -Yellow CURB Face of Curb T -Storm 7 -White DIM Roadway Cross -Section Dimensions Continuous Continuous 4 -Cyan 7 -White DITCH DRIVEWAY Drainage Swale - Unlined Driveway Approach T -Storm 3 -Green DYCENTER Double Yellow Centerline Stripe Continuous Continuous 7 -White 2 -Yellow EASE BIKE EASE -FC Bikeway Easement Flood Control Easement T -Ease 201 -Purple EASE -GOLF Golf Ball Easement T -Ease 21 21 1 -Violet EASE -IRR Irrigation Easement T -Ease Green EASE IRWD I.R.W.D.(Irvine Ranch Water District) Easement T -Ease T -Ease 150 -Blue 150 -Blue EASE -LAND EASE -MWD Landscape or Slope Easement Municipal Water District Easement T -Ease 191 -Purple EASE PACTEL Pacific Telephone Easement T -Ease T -Ease 150 -Blue 52 -Violet EASE -PVT Private Street Easement T -Ease 7 -White EASE -RAIL EASE -S Railroad Easement Sewer Line Easement T -Ease 32 -Brown EASE -SCE Southern California Edison T -Ease 220 -Violet EASE SCG Southern California Gas Company Easement T -Ease T 241 -Violet EASE -SD Storm Drain Easement -Ease 70 -Lt Green EASE-SDPIPE San Diego Pipe Company T -Ease 190 -Purple EASE -TS Traffic Signal Easement T -Ease 240 -Violet EASE-UTIL Utility Easement - CAN, Elec, Gas, Tele, Other Utilities T -Ease T -Ease 30 -Orange 200 -Purple EASE -W Water Line Easement T -Ease 150 -Blue -3- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 EASE -WALK Pedestrian Walkway Easement T -Ease 192 -Purple Laver Name DescriMion Linetvae Color ELEC Electrical Line Conduit T -Elect 50 -Yellow EP Edge of Pavement - Add Feather In 1 -Red - (100' Spacing) Continuous 3 -Green FC Flood Control Channel Lined T -Storm 5 -Blue FENCE Fence Line Continuous 12 - FH Fire Hydrant Continuous 150 -Blue FREEWAY Freeway (Curbs, Gutters, Dikes, & Edge Pavement) Continuous 7 -White FUEL-(#) Fuel Line - (Size in Inches) T -Fuel 71 -Lt Green FV GAS-(#) Fuel Valve Gas Line - (Size in Inches) Continuous 71 -Lt Green GV Gas Valve T -Gas 70 -Lt Green GOLF Golf Course Property Line Continuous Continuous 70 -Lt Green 3-reen GORE Edge Line - Gore Striping Continuous 7 -White GRID Secondary Profile Grid Lines Continuous 8-Drk Grey GRID1 Primary Profile Grid Lines Continuous 5 -Blue GUTTER Gutter Line Continuous 7 -White HC -RAMP Handicapped Ramp Continuous 7 -White INLET(#) Drainage Inlet - (Size in Inches) Continuous 7 -White JS Storm Drain Junction Structure Continuous 190 -Purple LANELINE Traffic Lane Stripe Detail(8) 7 -White LEADLINE Lane Lead Line Stripe Continuous 7 -White LEGEND White Pavement Legend Continuous 7 -White LEGEND -Y Yellow Pavement Legend Continuous 2 -Yellow LIMIT Traffic Limit Line Continuous 7 -White MATCH Match Line & Text Continuous 4 -Cyan MH -E Electrical Manhole Continuous 50 -Yellow MH -T Telephone Manhole Continuous 52-Drk Green MH -S Sewer Manhole Continuous 220 -Violet MH -SD Storm Drain Manhole Continuous 190 -Purple MH -W Water Manhole Continuous 150 -Blue NORTH North Arrow Continuous 5 -Blue PARK Park Property Line Continuous 3 -Green PARCEL Parcel Map Boundary Continuous 4 -Cyan PARKING Parking Space Stripe Continuous 7 -White PB -CAN Pull Box -CATV Continuous 51 -Yellow PB -E Pull Box -Electrical Continuous 50 -Yellow PB -IRR Pull Box -Irrigation Continuous 150 -Blue PB -RM Pull Box -Ramp Meter Continuous 9 -Lt Grey PB -SL Pull Box -Street Lighting Continuous 50 -Yellow PB -T PB -TS Pull Box -Telephone Pull Box -Traffic Signal Continuous 52-Drk Green PL Private Property Line Continuous Continuous 30 -Orange 3 -Green POCKET Traffic Pocket Line Continuous 7 -White POLE Utility Pole - Overhead Elec/Tele/CATV (Not Mast Arm & Luminaire) Continuous 50 -Yellow PROFILE Profile Lines Continuous 2 -Yellow RAMP -METER Ramp Meter (Caltrans) Continuous 9 -Lt Grey RW Public Street Right of Way T -RW 6 -Magenta RW -ALLEY Public Alley Right of Way T -RW 6 -Magenta RW-ELEC Elec Right of way T -RW 6 -Magenta RW -FREE Freeway Right of Way (Caltrans) T -RW 6 -Magenta RW -RAIL Railroad Right of Way T -RW 6 -Magenta RW -FC Flood Control Right of Way T -RW 6 -Magenta S-ELEV Spot Elevations Continuous 3 -Green S ----VCP Sewer Line - (Size in Inches) - Vitrified Clay Pipe T -Sewer 220 -Violet SCHOOL School Related Data Continuous 2 -Yellow SD ----RCP Storm Drain - (Size in Inches) - Reinforced Concrete Pipe T -Storm 190 -Purple SD ----ACP Storm Drain - (Size in Inches) - Asbestos Concrete Pipe T -Storm 190 -Purple SD ----CMP Storm Drain - (Size in Inches) - Corrugated Metal Pipe T -Storm- 190 Purple -4- (Revised July 18, 2005) SIGN Laver Name CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 Traffic Signs - Identify Per Caltrans Uniform Sign Chart Continuous Descriction Linetvae 1 -Red Color SL Street Lighting -Standard - (Pole, Arm & Luminaire) Continuous 50 -Yellow SL-HPS High Pressure Sodium Vapor Street Light - (Pole, Arm & Luminaire) Continuous 50 -Yellow SL-LPS Low Pressure Sodium Vapor Street Light - (Pole, Arm & Luminaire) Continuous 50 -Yellow SL -MV Mercury Vapor Street Light - (Pole, Arm & Luminaire) Continuous 50 -Yellow SLOPE STA -POINT Slope Centerline Station Numbers & Tics Continuous 191 -Purple SYCENTER Continuous Single Yellow Centerline Strip Continuous 7 -White TELE Underground Telephone Line Conduit Continuous 2 -Yellow TRACT Tract Map boundary T -Tele 52-Drk Green TREE Street Tree Continuous 4 -cyan TREE -WELL Tree Well Continuous 3 -Green TS Traffic Signal Equipment Continuous 3 -Green TS-COND Traffic Signal Conduit Continuous 30 -Orange TS -CONT Traffic Signal Controller T-TSCOND 30 -Orange TS -LOOP Traffic Detector Loops & Leads to Handhole Continuous 30 -Orange TS -SERV Traffic Signal Electrical Service Conduit & Service Pedestal Continuous 30 -Orange TWLT Broken (interior) Stripe - Two Way Left Tum Striping T-TSCOND 30 -Orange TXT -ADD Street Address Text Detail(31) 2 -Yellow TXT-APNO Assessor's Parcel Number Text N/A 3 -Green TXT -BORDER All text Related to Title Block N/A 3 -Green TXT -BUILD Building Text N/A 7 -White TXT -CATV Cable Television Line Text N/A 7 -White TXT DIM Street Section Dimensions N/A 51 -Yellow TXT-DIST Distances & Bearings Text - (Legal Description Data) N/A N/A 2 -Yellow TXT -E Electrical Line Text 7 -White TXT -FC Flood Control Channel Text N/A 50 -Yellow TXT -FREE Freeway Text N/A 7 -White TXT -G Gas Line Text N/A 7 -White TXT GRID Stations/Elevations N/A 70 -Lt 70 -Lt Green TXT -LOT Lot Numbers N/A TXT-MISC Miscellaneous Text N/A 7 -White TXT-MAJ Major street Name Text N/A 3 -Green TXT -NOTES Construction/General Notes N/A 7 -White TXT -PM Parcel Map Number N/A 3 -green TXT -PARK Park Related Text N/A 3 -Green TXT -PROFILE All Text Related to Profile WA 3 -Green TXT -PVT Private Street Name Text WA 4 -cyan TXT -RAIL Railroad Name WA 7 -White TXT -RES Residential Street Name WA 7 -White TXT -RS Record of Survey Number N/A 7 -White TXT -S Sewer line Text N/A 3 -green TXT -SCHOOL School Text N/A 220 -Violet TXT -SD Storm Drain Line Text N/A 2 -Yellow TXT -SIGN Sign Type Text N/A 190 -Purple TXT -T Telephone Line Text N/A 1 -Red TXT -TRACT Tract Map Number N/A 52-Drk Green TXT -W Water Line Text N/A 3 -Green VAULT -E Vault -Electrical N/A 150 -White Wh e 150-50-Y VAULT -T Vault -Telephone Continuous lit ow WALK Sidewalk Continuous 52 -Green WALL Wall Continuous 7 -White WM Water Meter Continuous 1 -Red WV Water Valve Continuous 150 -Blue W ----COP Water Line - (Size in Inches) - Copper Continuous 150 -Blue W ----ACP Water Line - (Size in Inches) - Asbestos Concrete Pipe T -Water T 150 -Blue W ----PVC Water Line - (Size in Inches) - Polyvinyl Chloride Pipe -Water 150 -Blue W ----DIP Water Line - (Size in Inches) - Ductile Iron Pipe T -Water 150 -Blue W ---- STL Water Line - (Size in Inches) - Steel Pipe T -Water 150 -Blue T -Water 150 -Blue -5- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 in (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 Laver Name Description Linetvae Color W ---- CIP Water Line - (Size in Inches) - Cast Iron Pipe T -Water 150 -Blue W ---- REC Reclaimed Water Line - (Size in Inches) -'Purple Pipe' T -Water 150 -Blue XWALK XWALK-Y Crosswalk Yellow Crosswalk Continuous 7 -White 0.025mm 6 -Magenta Continuous 2 -Yellow "N-" Prefixes May Be Added To Layer Name To Denote "New" Conditions Anything Existing to be in a lighter pen weight color or can be screened. Linetype Descriptions (SET AUTOCAD LINETYPE SCALE TO '10- FOR 20 AND 40 SCALE DRAWINGS ON 24' X 36- SHEETS) *T -CATV *T -CL *T -CITY *T-ELEC *T -EASE *T -GAS *T -RW *T -SEWER *T -STORM *T -TELE *T-TSCOND *T -WATER *DETAIL8 (LANELINE) *DETAIL9 (LANELINE) *DETAIL 11 (LANELINE) *DETAILI2 (LANELINE) *DETAIL 29 (REFLECTORS) *DETAIL31 (TWLT-INT.) *DETAIL37 (LANE DROP) *DETAIL37WO (LANE DROP WO) *DETAIL 37B (LANE DROP) *DETAIL 38 (REFLECTORS) *DETAIL39A (BIKELINE) *DETAIL 40 (L.L. EXTENSION) A,.75,-.15,.75,-.15,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25 A,1.25,-.25,0,-.25,0,-.25,0,-.25 A,.75,-.15,.75,-.15,0,-.15 A,.75,-.15 A,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25,0,-.25 A,2.5,-.25 A,.75,-.125 A,.75,-.15,.75,-.15,0,-.15,0,-.15 A,.3,-.1,.1,-.1 A,.35,-.15,.125,-.15,-.35 A,.7,-1.7 A,.7,-1.7,.7,-.85,0.-.85 A,12,3,6 A,.12,-1.8,0,-1.8 A,O,-2.4 A,1.2,-3.6 A,.3,-.6,0,-.6,.3,-1.2 A,.3,-.1.2 A,.3,-.6,.3,-.6,.3,-1.2 A,O,-2.4 A,.4,-.8 A,.6,-1.2 Plotter Pen Color & Size / AutoCAD Color Assignments Black 0.010mm 1 -Red, 8 -Lt Grey; Colors (16-256) Automatically Plot at 0.008mm with the exception of color 202. Black 0.015mm 2 -Yellow, 3 -Green, Black 0.012mm 7 -White, 9-Drk Grey Black 0.020mm 4 -Cyan, 5 -Blue Black 0.025mm 6 -Magenta Black 0.045mm 202-Drk Purple (Sizes based on a 20 scale drawing using a 750C or 1055CM plotter) -7- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 20 Scale Drawings Dimensions Distances/Bearing Romans Romans Romans 2 1.0 0 Gen./Const. Notes Romans Romans Romans 2 2 1.0 0 Major Street Name Hvms Hvms 5.5 1.0 1 0 0 Match Line Minor Street Name Romans Hvms Romans 4 0.5 0 0 Miscellaneous Text Romans Romans 4.5 2 1.0 0 Profile Text Sign Text Simplex Simplex 2 1.0 1.0 0 0 Spot Elevations Sign Elev Simplex Romans 2 2 0.8 105.0 40 Scale Drawings Dimensions Distances/Bearings Romans Romans Romans 4 1.0 0 Gen./Const. Notes Romans Romans Romans 4 4 1.0 0 Major Street Name Hvms Hvms 10 1.0 1.0 0 Match Line Minor Street Name Romans Hvms Romans 6.5 0.5 0 0 Miscellaneous Text Romans Romans4 1.0 0 Profile Text Romans Romans 4 1.0 1.0 0 Sign Text Spot Elevations Sign Elev Simplex 4 1.0 0 15.0 Romans 4 0.8 0 GIS Map Assessor's Parcel No. Simplex Simplex 10 1.0 Building Information Simplex Simplex 10 1.0 0 City/County Limits City Simplex p 10 1.0 0 Flood Control Channel Flood Italic 15 0 Freeway Name Simplex Simplex 15 10 1.0 0 Lot Numbers Major Street Name Simplex Simplex Simplex 10 1.0 0 0 Parcel Map Number Parcel Simplex Dotfont 15 20 1.0 0 Park Name Park Simplex 15 1.0 1.0 15.0 Private Street Name Simplex Simplex p 15 1.0 15.0 Railroad Name Record Survey Number Simplex Record Simplex 15 10 0 0 Residential Street Name Simplex Dotfont Simplex p 20 15 1.0 15.0 School Name School 15 1.0 0 Street Address Simplex Simplex 10 1.0 10 15.0 Tract Number Water Line Text Tract Simplex Dotfont Simplex 20 1.0 p 15.0 10 1.0 0 Text Notes AutoCAD StylatFont "Standard" Shall Not Be Used Text Shall Be Left or Center Justified - Fit Text Shall Not Be Used Block Notes All Blocks Must Be Created In Layer "0". Insert Blocks Into Appropriate Working Layer. I� (Revised July 18, 2005) EXHIBIT B - CONSULTANT'S PROPOSAL 77 - Oros AW -M PROPOSAL FOR PROFESSIONAL am Au,m mmm *% a io. W, W. 0, w Irm ww $a ENGINEERING DESIGN SERVICES Asp -Needed Wafer Engincenng Services for fhr Cof Tusfin (r,,w, Filr NO, 7F05) slibmitte'd to CITY OF TUSTIN Itistin, California Novernbev 22, 2010 AWNAW 0_ AK— INt®IL AW -1111111111 ��� AIFm ..E AKM Consulting Engineers 553 Wald Irvine, CA 92618 Telephone: 949.753.7333 Facsimile: 949.753.7320 November 22, 2010 City of Tustin Public Works Department 300 Centennial Way Tustin, CA 92680 TUSTIN PUBLIC WORKS DEPT. Attention: Mr. Dana R. Kasdan, P.E., Engineering Services Manager Subject: Proposal to As -Needed Water Engineering Services Dear Mr. Kasdan: Waley Resources Infrastructure Construction Management In response to your request for qualifications dated October 19, 2010, the October 28, 2010 due date extension letter, and the November 10, 2010 Q&A memo, AKM Consulting Engineers is pleased to submit our qualifications to provide professional engineering services on an as -need basis to support the City on various water system planning, design, and construction projects. It is understood that the contract will be for a 1 - year term with provisions for two 1 -term extensions. This is a firm offer for a 90 -day period from submittal date. AKM Consulting Engineers is a multi -disciplined professional organization that specializes in providing engineering and related services to cities and public agencies. Our project experience comprises all facets of planning, design and construction management for potable water projects, including civil, electrical, mechanical, structural and chemical engineering. AKM prepared the City's Original water system model, and is regularly engaged with the City on water related assignments. We have a current staff of 28 employees including 11 registered engineers, many with advanced degrees. Our client list includes the Cities of Anaheim, Brea, Cypress, Fountain Valley, Garden Grove, Huntington Beach, Newport Beach, San Clemente, San Juan Capistrano, Seal Beach, Stanton, Tustin, Corona, Ontario, Alhambra, Arcadia, EI Segundo, Glendora, Inglewood, Los Angeles, Manhattan Beach, Palos Verdes Estates, Redondo Beach, Whittier, and San Diego, County of Orange, Los Angeles County Department of Public Works, Central Basin Municipal Water District, West Basin Municipal Water District, Moulton Niguel Water District, Santa Margarita Water District, Monte Vista Water District, Orange County Sanitation District, Camarillo Sanitary District, Inland Empire Utilities Agency, and the US Army Corps of Engineers. Over the past 5 years, AKM has completed 7 water master planning and modeling assignments and has provided on- call services to 5 cities, all in the Southern California area. We appreciate the opportunity to submit our Statement of Qualifications and look forward to serving the City of Tustin. Should you hays any questions or require additional information, please do not hesitate to contact the undersigned. 7 Sincerely, M Con ulti g ngineers Loague ncipal AKM Proposal No. 10-1083 CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 TABLE OF CONTENTS SECTIONPAGE 1 STATEMENT OF QUALIFICATIONS.................................................................................................2 2 PROJECT APPROACH......................................................................................................................2 3 TEAM ORGANIZATION......................................................................................................................7 4 SCHEDULE OF HOURLY RATES....................................................................................................10 5 ACCEPTANCE OF CONTRACT.......................................................................................................10 6 INSURANCE REQUIREMENTS........................................................................................................10 APPENDIX — Copy of Insurance Certificate � E r`I F AKM Proposal No. 10-1083 1 CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 SECTION 1 — STATEMENT OF QUALIFICATIONS AKM Consulting Engineers has a long and distinguished track record in providing quality engineering services, especially with respect to the planning, design and construction of water facilities. Specific examples of AKM's experience follow. These projects are representative of the types of work that the team members have completed, and are directly relevant for consideration within the content of the proposed "On Call" SECTION 2 — PROJECT APPROACH The City of Tustin Water Services Division desires to retain a consulting firm to supplement City staff, by providing on-call Civil Engineering services for various Water Works projects. AKM and its team members have been active participants in projects within the local area and with the City of Tustin for many years. AKM developed the City's first comprehensive water system model and has successfully completed multiple water well assignments for the City. This combination of past local Far' AKM Proposal No. 10-1083 2 Completion Date Client Name Client Contact Project Description / Cost AKM Key Staff City of San Clemente Dave Rebensdorf, Water Master Plan 2006/ ZKayiran, PM 910 Calle Negocio Assistant City Engineer Update 2006 $88,112 DPay, PE San Clemente, CA 92673 949 361-6130 City of EI Segundo Maryam Jonas, Water Master Plan 2005/ ZKayiran, PM 350 Main Street Principal Civil Engineer $58,780 DPay, PE EI Segundo, CA 90245 310 524-2361 City of Corona Jonathan Daly, Water Master Plan $2005/ ZKayiran, PM 400 S. Vicentia Avenue G.M., Dept of Water & Power $171,683 DPay, PE Corona, CA 92882 951 736-2477 City of Seal Beach Sean Crumby, P.E., Water System Master 2002/ ZKayiran, PM 211 Eighth St. Dir. of Public Works Plan $40,000 DPay, PE Seal Beach, CA 90740 562 431-2527 Ext 1318 City of Ontario Dennis Mejia, P.E., Water Master Plan 2011/ ZKayiran, PM Utilities Dept Principal Engineer $200,000 DPay, PE 1425 South Bon View Ave. (909) 395-2609 Ontario, CA 91761-4406 City of Manhattan Beach Steve Finton, Water Master Plan 2010/ ZKayiran, PM 1400 Highland Avenue City Engineer $325,000 DPay, PE Manhattan Beach, CA 90266 310 802-5352 City of Alhambra Martin Ray, Midwick Pipeline and 2008/ JLoague, PM 111 South First Street Deputy Dir. of Utilities Valve Replacement $700,000 SPatterson, Inspector Alhambra, CA 91801 626 570-3280 City of Arcadia Ken Herman, Camino Real Booster 2008/ ZKayiran, PM, 11800 Goldring Road Deputy Dir. of Public Works Pump Station $2,500,000 JLoague, PE, RWong, SE, Arcadia CA 91066 626 256-6654 City of Fountain Valley Mike Green, Utilities Well 9 Discharge Pipe 2009/ ZKayiran, Principal 17300 Mt. Herrmann St. Superintendent $1,000,000 JLoague, PM Equipping of Well 9 20110/ Fountain Valley, CA 92708 (714) 593-4607 RWong, SE $2,000,000 City of Huntington Beach Andrew Ferrigno, Watermain 2007/ ZKayiran, PM 2000 Main Street Senior Civil Engineer Replacement — Various $2,000,000 JLoague, PE Huntington Beach, CA 92648 (714) 536-5291 locations and along RWong, SE Beach BI City of Seal Beach Sean Crumby, P.E., Lampson Avenue Well 2010/ ZKayiran, Principal 211 Eighth St. Dir. of Public Works $2,600,000 JLoague, PM Seal Beach, CA 90740 562 431-2527 Ext 1318 1 RWong, SE SECTION 2 — PROJECT APPROACH The City of Tustin Water Services Division desires to retain a consulting firm to supplement City staff, by providing on-call Civil Engineering services for various Water Works projects. AKM and its team members have been active participants in projects within the local area and with the City of Tustin for many years. AKM developed the City's first comprehensive water system model and has successfully completed multiple water well assignments for the City. This combination of past local Far' AKM Proposal No. 10-1083 2 CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 experience and present project undertakings yield a project team that is thoroughly acquainted with the local environment and the needs of the City of Tustin. This strong understanding of the City, and its concerns, will ensure a high sensitivity to all project issues during the development of the work. We have prepared the following scope of work to illustrate our approach and work program for a typical water modeling and planning project, and a water facility design project. The actual scope of services offered will be tailored to meet the needs of the City and specific conditions and requirements of each project when assigned. A. PROJECT MANAGEMENT Project Schedule AKM will prepare a work plan and initial schedule with the milestones for the major tasks involved in the project. The schedule will be updated monthly. Meetin-gs AKM Teams will meet with the City staff at least once each month during the Preliminary and Final Engineering Design phases of the Project. We will also meet at regular intervals as determined by the City during the Construction Contract Administration Phase. Appropriate engineering specialty staff or principals, and appropriate subcontractor's representatives will accompany the Project Manager to attend the meetings with the City. AKM will prepare the agenda for each meeting, record the minutes of all meetings and submit a copy of the minutes to the City for its review within five working days after each meeting and prior to distribution. B. WATER MODELING AND MASTER PLANNING WORK PLAN Water modeling and master planning efforts will be conducted in accordance with the following general work plan. A flow chart depicting our approach is included on the following page. Data Collection and Review Under this task, all available information necessary for the development of the system hydraulic model and the preparation of the Master Plan will be obtained. This will include: • Water Atlas Maps • CAD map of the water system • As -built plans of pump stations, wells, treatment facilities, reservoirs, pressure regulating stations, and pipelines • SCADA system information ■ Pump station/well efficiency test results ■ Certified pump curves ■ Water billing information by meter and by billing period for a two year duration, including Assessor Parcel Numbers for each meter address • Water production and purchases for the past five years • General Plan, Zoning Map, and Land Use Map • Specific Plans ■ Redevelopment Plans • Aerial photograph (most recent) ■ Utility billing data for the pump stations and wells ■ Reservoir inspection reports ■ Facility maintenance logs, if available • Fire flow requirements All information will be reviewed and catalogued for subsequent project use. AKM Proposal No. 10-1083 3 V w U 00 of N m w O N ZU Lu a J LLI w Z " w w Q � � 3 3 Q c O a w <ga o �LU m w Ir o LAJ Q O a O 3 {�� c o) c C 9t$g .Qt W« o�CL cc s a d � o o oM a. a �E 8 i c y� x o too' �v> LL m i � m yGy`e�.v �w• D10 0 cD JE9 tv �o E3 i. s8 Iw Sa�_ � m a 'a) E' Z � ¢ �o F- Y � E 0 CL LLI U o m U N >, n o a E v cn T =tu8P3 98i@ -A Ch to, cm (AS�Q 40d aEo Q CL o E E Cl) 0 mw c U Z 7>,E o 0CL Q E V , CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 System Model Development - Utilizing the Water Atlas Maps, the CAD map, and facility as built plans, a geometric model in H2ONet or other program which may be preferred by the City will be prepared. The most current version of the MWH Soft model is InfoWater, which is fully GIS based. The existing model can easily be converted to InfoWater. The model will include all pipes shown on the Atlas Maps and the CAD map, and the fire hydrant locations. Pump stations, wells, treatment facilities, and reservoirs will be incorporated into the model from as built drawings and facility information such as efficiency test results and certified pump curves. Operational controls used by the City will be included in the model. To develop the most accurate model and assess the condition of the system, the City staff will be interviewed on the operation of the system, and tours of the facilities will be conducted. Each water meter will be attached to the model based on Assessor's Parcel Numbers. If this is not available, the meter address will be utilized to link the actual water use data to the model. Water flow, reservoir level, pump on and off times, and pressures throughout the system will be collected over a two week period during high water demands. From this information, diurnal water use patterns for each pressure zone will be developed and attached to the meters. If there are very large water users, special metering may be necessary to characterize their water use. The collected information will also be used to calibrate the model. The model will be calibrated by analyzing the system under the same conditions as the field/SCADA data collection period, and comparing the pressures and reservoir levels predicted by the model to the field data. Any discrepancies will be identified and resolved so that the model accurately reflects the system operation. It is expected that the pressure differences between the field data and model will be within 5 percent or less. System Analysis - Analysis criteria will be prepared and submitted to the City for review. Any comments will be addressed and included in the final criteria to which the water system will be evaluated. Criteria will be developed for source of supply, reservoir capacity, booster pump station and well operation, minimum and maximum pipe velocities, minimum and maximum pressures, unit flow factors, and fire flows. The model will be used to analyze the system with the existing land use under the average day, maximum day, and maximum day plus fire flow conditions to identify any deficiencies and inefficiencies. Mitigation projects will then be formulated, which will form a portion of the Capital Improvement Program. Analysis of the ultimate system will include current specific plans for vacant or redevelopment areas under maximum day and maximum day plus fire conditions. Improvements needed by future development/redevelopment will be identified and included in the Capital Improvement Program. Capital Improvement Program - A Capital Improvement Program (CIP) will be recommended based upon the results of the hydraulic analyses and evaluation of the condition of the system. The program will be submitted to the City for review. Comments will be addressed and a final CIP will be developed. Water Master Plan Report - A comprehensive report documenting the analyses conducted, results, and the recommendations will be prepared. The report will have the following sections at a minimum: 1. Executive Summary 6. Water Demands 2. Introduction 7. Model Development 3. Study Area 8. System Analysis and Recommended Improvements 4. Criteria 9. Capital Improvement Program 5. Existing Water System One electronic copy and five hard copies of the draft and final master plan document will be provided. AKM Proposal No. 10-1083 4 m F I r,r F V CITY OF TUSTIN PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 Specialized Studies — After the water model has been completed, AKM will perform specialized studies as directed by the City. This analysis generally includes: determination of fire flows; evaluation of pipe sizing; development of capacity and head requirements for wells and pump stations; water quality analysis; and reservoir turnovers. C. WATER FACILITY DESIGN PRELIMINARY ENGINEERING SERVICES Research and Analyze Existing Conditions - AKM Consulting Engineers will research and obtain plans, reports, studies and other record data from the City, utility companies, and any other agency with existing or proposed facilities or jurisdiction in the project area, and will coordinate with those agencies through completion of work. Surveying for Engineering Design - AKM will provide survey parties to perform field surveying required for the preliminary and final engineering design of the Project. The survey party(ies) shall be under the direction of a Licensed Land Surveyor. AKM will obtain all right-of-way entry permits required for the work. Surveying services will be performed by C&V Consulting, under the direction of Mr. Charlie Priolo, P.E. as a subconsultant to AKM. Potholing - At critical locations and as approved by the City, AKM will perform potholing to determine locations and elevations of existing underground utilities, improvements and related facilities. AKM will obtain all right-of-way entry permits required for potholing. Potholing services will be provided by Saf-R-Dig, under the direction of Mr. Richard Hernandez as a subconsultant to AKM. Geotechnical Services - Geotechnical services will be provided in support of preliminary or final design activities. Soil borings will be conducted as necessary to define conditions and provide design recommendations. Geotechnical investigations are particularly important in areas, where poor soil conditions, high groundwater, and hydrocarbon contamination are suspected. Geotechnical services will be provided by NMG Geotechnical, under the direction of Mr. Karlos Markouizos, R.C.E. as a subconsultant to AKM. Preliminary Design - Our preliminary engineering services will consist of the following: • Investigation of existing facilities. Defining current deficiencies, and identifying potential alternatives for remediation. • Analysis of potential alternatives including: feasibility; constructability analysis; project impacts on surrounding facilities and community; potential negative impacts with recommended mitigation measures; and cost/benefit analysis, including breakeven analysis. • Detailed preliminary design, including drawings, details, and calculations necessary to appropriately define the project so that design challenges, construction costs, and project implementation schedules can be accurately determined. • Determine requirements for obtaining necessary permits from the City, utility companies, resource agencies, and other impacted agencies, as necessary to construct. • Determine construction impacts and develop mitigation measures as appropriate. ■ Preparation of a preliminary design report or memorandum which fully presents all information, and provides recommendations for project implementation. Deliverables - AKM will prepare reports, preliminary plans, and preliminary engineer's estimate in MS Word. The project improvement plans will be drawn to an appropriate scale. Generally, 1"=40' for pipeline or street improvement plans; 1"=5' for site plans; and 1/2"=1' for details. AKM will submit to the City for review, AKM Proposal No. 10-108:1, 1, " r ` CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 comment and approval, Preliminary Plans and Specifications and Preliminary Engineering Design Reports, which will be considered to be at the 10 percent design level. FINAL ENGINEERING DOCUMENTS AND PREPARATION OF CONTRACT DOCUMENTS AKM's Final Engineering Documents will include all engineering required to carry out the concepts agreed upon in the Preliminary Engineering Design Phase. Final Engineering will include detailed engineering calculations, designs, right-of-way determination, construction plans, specifications and special provisions, and engineer's estimates for the Project. The plans, specifications and the cost estimates will be complete and suitable for bidding purposes. Required Permits and Easements - AKM will, on behalf of the City, discuss, review, apply for and obtain any permits and easements required by the appropriate companies and agencies, as directed by the City. We will prepare necessary legal descriptions and maps, in a form approved by the City to process and acquire any necessary easements. We will identify property lines, existing easements and proposed easements, if any are required, of a permanent or temporary nature, for construction of the Project. The City shall acquire any required right-of-way or easement and file them with the County of Orange; however, AKM will prepare any sketches and legal descriptions necessary to effect these transactions. All permit fees shall be borne by the City. Final Design - Based on our investigations and designs, AKM will prepare the construction documents and contract specifications in the City's format. They will include the City's Standard Specifications, contract documents, detailed construction plans, specifications, special provisions and an itemized cost estimate of the proposed work. AKM will prepare all necessary documents, including the following: • Title sheet, location map, vicinity map, and signature blocks applicable to the Project; • General notes sheet with appropriate general excavation, shoring and miscellaneous notes and symbols and abbreviations; • Detailed construction drawings and details of the proposed improvements, including structural and electrical designs; • Construction phasing plans, as needed; and • Applicable City standard plans and specifications and AKM's standard plans as required. Preparation of Traffic Control Plans - AKM will prepare traffic control, signal and/or stripping plans, as necessary, for the proposed work. AKM will submit to the City's Traffic and Transportation Division plans for review and approval. Traffic plans will be prepared by Traffic Control Engineering under the direction of Mr. David Kuan, P.E.. Deliverables - We will prepare contract documents including bid proposals, specifications, special provisions and final engineer's construction cost estimate in MS Word format. All drawings will be provided in electronic format in accord with the City's preference and upon completion of the Project. We will also provide to the City complete plans drawn in ink on Mylar film on the City's approved standard size sheets, with the City's standard title block format. During the Final Design Phase, AKM will submit to the City the following for review, comment, approval and use: Submittal Data 60% Plans, Specifications, Cost Estimate 90% Plans, Specifications, Cost Estimate 100% Original Mylars (full size), Specifications and Cost Estimate AKM Proposal No. 10-1083 6 , N epi w mr F E � r CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 AKM principals will perform routine and final review of documents prior to signing to ensure accuracy, conformance and integrity of all plans and specifications. D. BIDDING SERVICES AKM will assist the City in securing construction bids, and will evaluate and make recommendations for award of the construction contract. During the bidding process, we will assist the City in providing clarification for questions, and issuance of addenda as needed for questions that may arise during the bidding process. We will also attend job -walks and the pre-bid meeting, and record the minutes of the meetings. E. CONSTRUCTION PHASE SERVICES Construction Administration and Inspection - AKM will assist the City's Water Services Division in general contract administration for the construction of the Project. The tasks of Contract Administration will include the following: • Provide site visits as required; • Provide office engineering consultation, as required, and coordinate with the City in administration of the construction contract; • Prepare supplementary sketches and details as required to resolve field construction problems that may be encountered; • Negotiate, prepare and process change order(s) and/or extra work order(s) as needed. Construction Staking - If required by the City, AKM will provide field survey party(ies) to perform construction staking for the Project. The survey party(ies) shall be under the direction of a Licensed Land Surveyor. This service would be provided by C+V Consulting, as a subconsultant to AKM. Review of Shop Drawings. Equipment and Material Tests Coordination - AKM will review all construction shop drawings for complete conformance with the contract plans, specifications and documents. AKM will determine and certify to the City that any deviations or substitutions submitted by the Contractor to be equal to or of better quality than specified in the contract documents. We will make our recommendations and review with the City's staff all substitutions and receive the City's concurrence prior to approving any substitution. Our proposals will be based upon two reviews of the shop drawings. Any additional reviews, costs shall be born by the Contractor. AKM will coordinate and assist in verification of intermediate and final operation. Start-up assistance will also be provided as appropriate for the project. F. PREPARATION OF RECORD DRAWINGS AKM will obtain as -built drawings as marked by the inspectors and/or Contractor during the course of construction. This information will be used in preparation of the construction record drawings. We will prepare and submit three (3) copies of the full size prints, the full size reproducible Mylar originals, and the electronic files of the construction record drawings in AutoCAD format. SECTION 3 — TEAM ORGANIZATION In consideration of the requirements for the design of the subject project, AKM Consulting Engineers has assembled a Project Team with extensive experience in the planning, design, and construction support of all aspects of civil engineering services to perform system modeling, studies and project design, including the preparation of plans, specifications, cost estimates and contract documents for various water system projects included in the City's Capital Improvement Program. The project team has extensive experience involving water system modeling, watermain installation and replacement design, and also water storage, booster pumping, and design of water wells. AKM Proposal No. 10-1083 7 E' CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 Principal -In -Charge / Alternate Project Manager — Mr. Zeki Kayiran, P.E., Principal of AKM, has over 36 years experience, and will act as Principal-In-Charge/Alternate Project Manager responsible for quality assurance for the project. He will monitor methods and procedures of project implementation. His responsibilities will include exploring innovative technical approaches from the beginning of the project and reviewing the work at key milestones to ensure that the work product meets the high standards for technical excellence. Because Mr. Kayiran will be working closely with Project Manager, he has been assigned the responsibility of Alternate Project Manager, acting as Project Manager if Mr. Loague is unavailable. Project Manacier/Water Facilities — Mr. John Loague, P.E. will serve as Project Manager for the work and will be the responsible representative of AKM to the City. In this capacity, Mr. Loague will provide project oversight and management direction. He will ensure that adequate and appropriate resources shall remain available to the project for the entire duration. He will participate in the overall schedule, and project development process and will be available to contribute in all project -related matters. Mr. Loague will serve as the day-to-day contact with the City ensuring that projects run smoothly, on time, and within budget, and coordinate, manage, direct and review the work of support staff, and subconsultants. Subconsultants The AKM Team includes the following specialty subconsultants to complete a technically superior project within the desired schedule. We have worked with these subconsultants on numerous successful projects. • Potholing - Saf-R-Dig specializes in obtaining accurate subsurface utility information for creating utility base maps. The method used is non-destructive, minimally invasive, air/hydro/vacuum process that exposes the utility for visual verification, identification, inspection, measurements and documentation of the data for subsequent creation of the utility base maps. ■ Survey — C&V Consulting, Inc. (CVC) is a corporation whose principals have been providing multi- disciplinary engineering services for over 30 years. Mr. Charlie Priolo, P.E., a Principal with CVC with over 30 years of civil engineering and construction related experience, will oversee surveying for the project. Geotechnical — NMG Geotechnical, under the supervision of Mr. Markouizos, will be overseeing the geotechnical services. Mr. Markouizos has over 25 years of engineering and management experience on numerous residential, commercial, resort, and public works projects in Southern California. His has worked with numerous county and city agencies along with Caltrans, OCTA, and other local utility companies; with considerable experience in field exploration and monitoring, field and laboratory soil testing, grading and earthwork, slope stability analysis, design of shallow and deep foundations, liquefaction and settlement analysis, underground utilities and structural pavement design. ■ Traffic Control — Traffic Control Engineering, under the leadership of David Kuan, P.E., R.T.E., has a substantial track record in preparing Traffic Management Plans and Construction Traffic Control Plans. Its familiarity with local government requirements will be a great asset in assuring a timely and cost effective project. • Hydrogeology - Geoscience Support Services, Inc., established in 1978 as a California Corporation, is a geohydrologic consulting firm specializing in groundwater resource planning, development, management, and protection. Through the use of state-of-the-art tools and analytical techniques, backed by proven scientific methodology and over three decades of experience, GEOSCIENCE continues to maintain its place at the forefront of technology in the area of basin management, groundwater studies, groundwater modeling, and water well design. Key Project Staff — AKM Consulting Engineers' proposed key project staff has proven record of accomplishments and are recognized specialists in water transfer project design and construction. The key staff members dedicated to the proposed project will be as follows (Exhibit B). AKM Proposal No. 10-10& 8 wo U O0 N w O U) w (r J_ Z u - Fr w d w Z CD Z w rr W Q w 0 w w Z Ch O w J O 0- 0 O CE m F- 2-7 w w LU 0 Z U) Y O ~ 3 m U' U _J m m 2 U a w Z: t. jlu�' rt tAF—it r E r F V) CD 0 6 0 z m w 0 Q 0 IL` Y Q uj d N w L y W JEW -11 Xui AUA °1do. za ui d z O ta: x .. c .c d Q u. � U. N 0 S �i dtd IL C v O uiui o w v d Q) y d! O Ir 3 2 �, 5 z a tx 7Euj O : oWv BJ o) a. IE�> Z: t. jlu�' rt tAF—it r E r F V) CD 0 6 0 z m w 0 Q 0 IL` Y Q CITY OF TUSTIN PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 JOHN A. LOAGUE, P.E. Project Role: Project Manager PROFESSIONAL REGISTRATION EDUCATION Registered Civil Engineer, California BS Chemical Engineering, 1984 California State University, Long Beach, California EXPERIENCE Mr. Loague has a broad background in the Civil Engineering Field encompassing the planning, design and construction management of water distribution, pumping, storage, and treatment facilities, as well as sewage collection systems, and reclamation facilities. Mr. Loague's experience includes: ■ Water Master Plan for the Tri -Cities Municipal Water District (1998) • Camino Real Booster Pump Station for the City of Arcadia • Reservoir Booster Pump Station for the Montebello Land and Water Company ■ Navy Booster Pump Station for the City of Seal Beach ■ Well 13 for the Montebello Land and Water Company ■ Lampson Avenue Well for the City of Seal Beach ■ Well 9 for the City of Fountain Valley ■ Reservoir 7 for the City of Monterey Park • Reservoir 4 Improvements for the City of San Clemente ZEKI KAYIRAN, P.E. Project Role: Principal in Charge / Alternate Project Manager PROFESSIONAL REGISTRATION EDUCATION Registered Civil Engineer, CA 1978 MS Civil Engineering, California State Univ., Long Beach, CA, 1974 BS Civil Engineering, Robert College, 1971 EXPERIENCE Mr. Kayiran provides comprehensive technical and management expertise in the planning and design of a wide variety of engineering projects. His professional background includes a blend of consulting engineering and academic experience, including a part-time professorship in the field of fluid mechanics and hydraulic design at California State University, Long Beach. Mr. Kayiran's experience includes the following: ■ Water Master Plan and Update and Financial Study for the city of San Juan Capistrano (1999, 2004) ■ Water Master Plan Update for the City of Whittier (2008 • Water Master Plan, Financial Evaluation and Rate Study for the City of EI Segundo (2007) ■ Water Master Plan for the City of Manhattan Beach (2010 • Water Master Plan for the City of Ontario (2010) • Orange Grove Booster Pump Station for the City of Arcadia • Schlegel Pump Station for the City of San Clemente ■ Crown Valley Highlands Pump Station for the Moulton Niguel Water District • Pasadena Avenue Well for the City of Tustin ■ Vandenberg Well for the City of Tustin ■ Well 7 for the South Montebello Irrigation District • Well 13 for the City of Glendora ■ Water Main Replacement Projects for the City of Huntington Beach ■ Antonio Parkway Zone II Watermain for the Santa Margarita Water District (4000 -ft. of 30 -in. diameter steel transmission pipeline) • 36 -inch Dover Drive Transmission Main Replacement for Cliff Drive to Newport Harbor for the City of Newport Beach ■ Reservoir 7 for the City of Monterey Park • Reservoir 4 Improvements for the City of San Clemente AKM Proposal No. 10-108 9 F ��. rrcr _�, r r CITY OF TUSTIN WATER PROPOSAL FOR AS -NEEDED WATER ENGINEERING SERVICES PUBLIC WORKS DEPARTMENT PW FILE NO. 2805 DIANN PAY, P.E. Project Role: Water System Modeling PROFESSIONAL REGISTRATION EDUCATION Registered Civil Engineer, California, 2000 BS Civil Engineering, UCLA, 1995 MS Environmental Water Resources, University of California, Berkeley, 1996 EXPERIENCE Ms. Pay is the Director of Planning for AKM Consulting Engineers. In this capacity she specializes in planning and design of water, recycled/non-domestic water, and wastewater systems. She is also certified by the NASSCO Pipeline Assessment and Certification Program. Ms.Pay's previous experience encompasses a wide range of water resource projects: • Water Master Plan, Financial Evaluation and Rate Study for the City of Seal Beach (2003) • Water Master Plan and Update and Financial Study for the City of San Juan Capistrano (1999, 2004) ■ Water Quality Protection Plan for the Central Basin Municipal Water District/City of Whittier - 2002 • Water Master Plan Update and Financial Evaluation for the City of Arcadia (2001, 2008) • Water Master Plan and Update; Financial Evaluation and Rate Study for the City of Glendora (2005) ■ Water Master Plan Update for the City of Inglewood (2004) • Water Master Plan Update for the City of Whittier (2008) ■ Water Master Plan for the City of Corona (2006) • Water Master Plan, Financial Evaluation and Rate Study for the City of EI Segundo (2007) ■ Water Master Plan for the Tri -Cities Municipal Water District (1998) • Water Master Plan for the City of Manhattan Beach (2010) ■ Water Master Plan for the City of Ontario (2010) SECTION 4 — SCHEDULE OF HOURLY RATES Labor Classification Hourly Rate 1. Principal $198.00 2. Principal Engineer $189.00 3. Project Manager $180.00 4. Associate $170.00 5. Project Engineer $165.00 6. Senior Engineer $150.00 7. Associate Engineer $115.00 11. Assistant Engineer $87.00 12. Senior Designer/Senior CADD Technician $90.00 13. Designer/CADD Technician $85.00 16. Data or Word Processing $66.00 Out of pocket expenses (blueprinting, reproduction and printing, delivery, etc.) will be invoiced at cost plus 15%. Subcontracted services will be marked up 15% in order to cover costs associated with administration, coordination and management of subcontractors. Mileage will be invoiced at $0.65/mile. This schedule of rates is in effect until December 31, 2013, at which time it may be adjusted. SECTION 5 — ACCEPTANCE OF CONTRACT AKM Consulting Engineers will execute the City's standard contract. SECTION 6 — INSURANCE REQUIREMENTS AKM Consulting Engineers will provide the City of Tustin with the insurance coverage as required by the City of Tustin's standard contract for consulting services. ff AKM Proposal No. 10-108s 10 lc- fP. IFl �r _- Water AF M Resources AV 0Mom ��M MMKI E M M M M Infrastructure AKM Consulting Engineers Construction 553 Wald Management Irvine, CA 92618 Telephone: 949.753.7333 Facsimile: 949.753.7320 November 22, 2010 City of Tustin Public Works Department 300 Centennial Way Tustin, CA 92680 Attention: Mr. Dana R. Kasdan, P.E., Engineering Services Manager Subject: Proposal to As -Needed Water Engineering Services Dear Mr. Kasdan: AKM Consulting Engineers has executed the Consultant Services Agreement for the above referenced project. In lieu of providing occurrence based professional liability insurance coverage as required by the Agreement, AKM Consulting Engineers warrants and represents that it shall maintain insurance coverage with the insurance company listed on the attachment, or with an equivalent carrier in the amounts indicated for at least five (5) years after the completion of the consulting services under the Agreement. AKM Consulting Engineers will provide the City with certificates of insurance coverage within the period established above in order to evidence compliance with this Agreement. Sincerely, M Con g gineers n Loague Principal Accepted and Agreed to: Douglas S. Stack, P.E. Director of Public Works/City Engineer Approved as to Form: Douglas C. Holland City Attorney AKM Proposal No. 10-108: Client#: 974 MITIMCiTul CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDffY) Arno . TYPE OF INSURANCE POLICY NUMBER 09/09/10 PRODUCER LIMITS THIS CERTIFICATE IS ISSUED AS A MATTER OF -INFORMATION Dealey, Renton & Associates P. O. Box 1267b 67SBALU8719 ONLY HOLDER. ALTER AND CONFERS NO RIGHTS UPON THE CERTIFICATE THIS CERTIFICATE DOES NOT AMEND, EXTEND OR THE COVERAGE AFFORDED BY THE POLICIES BELOW. Oakland, CA 94604-2676 FIRE DAMAGE (Any one fire) $300,0;0 X COMM ERCIAL GENERAL LIABILITY 610 466-3090 INSURERS AFFORDING COVERAGE INSURED AKM Consulting Engineers, Inc. INSURER A. Hartford Casualty Insurance Co. INSURER B: American Automobile Ins. Co. 663 Wald Street Irvine, CA 92618 INSURER c: Travelers Casualty & Surety Co. Amer INSURER D INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMlDD/Y POLICY EXPIRATION /Y DATE MM/DDY LIMITS A GENERAL LIABILITY 67SBALU8719 09/20/10 09/20/11 EACH OCCURRENCE $2 000 000 FIRE DAMAGE (Any one fire) $300,0;0 X COMM ERCIAL GENERAL LIABILITY CLAIMS MADE 51OCCUR MED EXP (Any one person) $10,000 PERSONAL 8 ADV INJURY s2,000,000 - GENERAL AGGREGATE s4,000,000 GEN'LAGGREGATELM ITAPPLIESPER: PRODUCTS-COMP/OPAGG 84000000 POLICY X PR� LOC A AUTOMOBILE LIABILITY ANY AUTO 67SBALU8719 09/20/10 09/20/11 COMBINED SNGLE LIMIT $2,000,000 (Ea accident) BODILY INJURY $ (Per person) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ X X HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) - _ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO - . AUTO ONLY: AGG $ A EXCESS LIABILITY 67SBALUB719 09/20/10 09/20/11 EACH OCCURRENCE $1,000,000 X OCCUR CLAIMS MADE AGGREGATE $1000000 $ DEDUCTIBLE $ RETENTION $ B WORKERS COMPENSATION AND WZP80986801 - 09/20/10 09/20/11 X V� STATU- I OTH- Y LIMITS ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 C OTHER Professional 106344611 09/20/10 09/20/11 $1,000,000 per Claim Liability $2,000,000 Annl Aggr. DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS General Liability Policy excludes claims arising out of the performance of professional services. FOR PROPOSAL PURPOSES ONLY. AN ACTUAL CERTIFICATE WILL BE ISSUED AT THE REQUEST OF THE NAMED INSURED. CERTIFICATE HOLDER I I ADDITIONAL INSURED;INSURERLETTER: CANCELLATION SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED B EFORE TH E EXPIRATION *****SAMPLE CERTIFICATE'" DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30—DAYSWRITTEN NOTICETOTHE CERTIFICATE HOLDERNAMED TOTHE LEFT, BUTFAILURE TODOSOSHALL IMPOSE NO OBLIGATION OR LIABILITYOF ANYKIND UPON THE INSURER,ITSAGENTS OR 'ATIVE ACORD 25-S (7/97)1 of 1 #M273888 NMF © ACORD CORPORATION 1988 CONSULTANT SERVICES AGREEMENT WITH BLACK & VEATCH CORPORATION CONSULTANT SERVICES AGREEMENT THIS AGREEMENT FOR CONSULTANT SERVICES, is made and entered into this —day of 20 , by and between the CITY OF TUSTIN, a municipal corporation, hereafter referred to as "City", and Black & Veatch Corporation a California Corporation, hereinafter referred to as "Consultant". RECITALS WHEREAS, City requires the services of a consultant to furnish the necessary as needed, on-call Water Engineering Services hereinafter referred to as "Project"; and WHEREAS, City has prepared a Request for Proposal (RFP) dated October 18, 2010, a copy of which is attached hereto, marked as Exhibit "A" and is by this reference incorporated into this Agreement; and WHEREAS, in response to City's RFP, Consultant has submitted to City a proposal dated November 22, 2010, a copy of which is attached hereto marked as Exhibit "B" and is by this reference incorporated into this Agreement; and WHEREAS, Consultant is qualified to provide the necessary services for the Project and desires to provide said services to City; and WHEREAS, City desires to retain the services of Consultant for said Project. NOW, THEREFORE, for the consideration and upon the terms and conditions hereinafter set forth, the parties agree as follows: AGREEMENT Section 1: Scope of Consultant's Services Consultant shall perform all work necessary to complete in a manner satisfactory to City, the services set forth in Exhibit "A" and Exhibit "B" in accordance with the terms and conditions of this Agreement. 1 Consultant hereby agrees and acknowledges that any and all performance pursuant to this Agreement shall be on an "on-call" basis. Any tasking shall be initiated by the City. Further, that execution of this Agreement by the City does not in any way guarantee that any tasking or request for on-call services will be issued to Consultant. Moreover, execution of this Agreement by the City shall not entitle Consultant to any form of payment or compensation from the City without City first having issued tasking or request for services from Consultant. Section 2: Order of Precedence In the event of a conflict between or among any of the documents comprising this Agreement, the following order of precedence shall govern the provision in question: 1. This Agreement 2. City's Request for Proposal (Exhibit "A") 3. Consultant's Proposal (Exhibit "B") Section 3: Time for Completion The time for completion of the work to be performed by Consultant is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently the work of this Agreement according to reasonable schedules established by the City for various items described and as outlined within Consultant's proposal. Consultant shall not be accountable for delays in the progress of its work caused by any condition beyond its control and without the fault or negligence of Consultant. Unless earlier terminated as provided elsewhere in this Agreement, this Agreement shall commence upon the effective date of this Agreement and continue in full force and effect for one (1) year after the effective date of the Agreement. This Agreement may be extended for two (2) additional one (1) year terms at the sole discretion of the City, by the city providing notice to the Consultant of such extension thirty (30) days prior to the expiration of the current term. Section 4: Compensation A. The compensation to be paid under this Agreement shall be on a time and material basis as set forth in the Consultant's proposal and with a not -to -exceed cost to be confirmed by the City for individual assignments. Hourly rates paid shall be in accordance with the billing rates as set forth in Exhibit "B". B. Maximum contract amount in any year, for services rendered pursuant to this Agreement shall not exceed two hundred and fifty thousand dollars ($250,000.00). 2 C. Consultant shall submit detailed invoices, based upon the actual work performed accompanied by backup documentation as requested by the City. D. Progress payments for work completed shall be paid by City as the work progresses, within thirty (30) days of the date of Consultant's invoice. E. Consultant shall provide City with a monthly itemization of all work performed, and the fees accrued thereon, in complete and sufficient detail to fully apprise City thereof. Section 5: Independent Contractor Consultant's relationship to City in the performance of this Agreement is that of an independent contractor. Consultant's personnel performing services under this Agreement shall at all times be under Consultant's exclusive direction and control and shall be employees of Consultant and not employees of City. Consultant shall pay all wages, salaries and other amounts due its employees in connection with this Agreement and shall be responsible for all reports and obligations respecting them, such as social security, income tax withholding, unemployment compensation, worker's compensation and similar matters. Section 6: Indemnification Consultant agrees to indemnify, defend and hold City, its officers, agents, employees, successors and assigns harmless from any loss, damage, injury, sickness, death, or other claim made by any person and from all costs, expenses and charges including attorney's fees caused by or arising out of Consultant's, its officers', agents', subcontractors', or employees' negligent acts, negligent errors, or negligent omissions or willful misconduct, or conduct for which the law imposes strict liability on Consultant in the performance or failure to perform this Agreement. Section 7: Insurance A. Consultant shall maintain in full force and effect during the term of this Agreement policies of commercial general liability and automobile liability insurance (each of which shall include property damage and bodily injury) and each with limits of at least $1,000,000 combined single limit coverage per occurrence. B. Consultant shall maintain in full force and effect during the term of this Agreement a policy of professional liability insurance coverage with limits of at least $1,000,000 combined single limit coverage per claim or per occurrence. If Consultant provides claims made professional liability insurance, Consultant shall 3 also agree in writing either (1) to purchase tail insurance in the amount required by this Agreement or to cover claims made within five (5) years of the completion of Consultant's service under this Agreement, or (2) to maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by this Agreement for at least five (5) years after completion of Consultant's services under this Agreement. Consultant shall also provide evidence to the City of the purchase of the required tail insurance or continuation of the professional liability policy by executing the attached Letter Agreement on Consultant's letterhead. C. Consultant shall carry and pay for such workers' compensation insurance as is required to fully protect Consultant and its employees under California Worker's Compensation Insurance Law. The insurance company shall agree to waive all rights of subrogation against the City for losses paid under the policy, which losses arose from the work performed by the named insured. D. Other applicable insurance requirements are: (1) Name the City, its officials and employees as additional insured on the commercial general liability and automobile liability insurance policies. (2) The insurance shall be issued by a company authorized by the Insurance Department of the State of California and rated A, VII (seven) or better (if an admitted carrier) or A-, X (ten) or better (if offered by a surplus line broker), by the latest edition of Best's Key Rating Guide, except that the City will accept workers' compensation insurance rated B-, VII (seven) or better, or from the State Compensation fund. (3) The insurance shall not be cancelled, except after thirty (30) days written prior notice to the City; and (4) The commercial general liability and automobile liability insurance shall each be primary as respects the City, and any other insurance maintained by the City shall be in excess of this insurance and not contribute to it. E. Upon execution of this Agreement, Consultant shall provide to City certificates of insurance and insurer endorsements evidencing the required insurance. Insurer endorsements (or a copy of the policy binder if applicable) shall be provided as evidence of meeting the requirements of Subsections (1)(3) and (4) of Section 7D above and the waiver of subrogation requirement in Section 7C above. If self- insured for worker's compensation, Consultant shall submit to City a copy of its certification of self-insurance issued by the Department of Industrial Relations. Section 8: Termination of Agreement A. City and Consultant shall each have the right to terminate any or all of the services covered by this Agreement at any time or any reason by giving ten (10) business days written advance notice to the other party. B. Upon termination of this Agreement, Consultant shall be paid for services rendered by the effective date of the termination. El W C. Upon termination of this Agreement or completion of the Project, all documents relating to the Project shall become the sole property of City. Should City terminate this Agreement pursuant to subparagraph A. of this Section, Consultant shall within ten (10) business days of receipt of notice of termination, provide City with all documents within Consultant's possession relating to this Agreement and the Project, including but not limited to all completed documents and all drafts of uncompleted documents. Section 9: Notice Any notice allowed or required to be given shall be effective upon personal delivery thereof, or upon depositing thereof in the United States Postal Service, certified mail, upon receipt requested, postage prepaid, addressed as follows: To City: City of Tustin Attn.: Douglas S. Stack, P.E. Director of Public Works/City Engineer 300 Centennial Way Tustin, CA 92780-3715 To Consultant: Black & Veatch Corporation Attn.: Steve N. Foellmi, P.E., Vice President 15615 Alton Parkway, Suite 300 Irvine, CA 92618 Section 10: Miscellaneous Provisions A. Consultant shall proceed immediately and diligently to perform the services provided for in this Agreement upon receipt of notice from City to proceed therewith. B. No part of this Agreement may be assigned by Consultant without the prior written approval of City. C. This Agreement shall extend to and be binding upon and inure to the benefit of heirs, executors, administrators, successors and assigns of the respective parties hereto. D. Consultant shall perform all services required under this Agreement using that degree of care and skill ordinarily exercised under similar conditions in similar localities, and shall be responsible for all errors and omissions for services performed by Consultant under the terms of this Agreement. 5 E. Consultant certifies that there shall be no discrimination against any employee who is employed in the work covered by this Agreement, or against any application of such employment, because of race, religion, color, sex, or national origin including but not limited to, the following: employment, upgrading, demotion or transfer, recruitment, or recruitment advertising, lay-off or termination, rate of pay or other forms of compensation, and selection for training, including apprenticeship. F. This Agreement shall be interpreted in accordance with California Law. The parties agree that the Orange County Superior Court is the exclusive venue for any lawsuits by either party regarding this Agreement. IN WITNESS WHEREOF, this Agreement was executed by the parties on the date and year first above written. "CITY" CITY OF TUSTIN Jerry Amante Title Mayor ATTEST: Pamela Stoker, City Clerk APPROVED AS TO FORM: 1 � Douglas C. olland, Cit Atto ey "CONSULTANT" BL VEATCH C gY.. — r_cxtem�_,_, Steven N. Foellmi, P.E. Title Vice President 1.1 EXHIBIT A - CITY'S REQUEST FOR PROPOSAL TUSTIN 1 111,.,,.,E BUILDING OUR FUTURE 110NORING OUR PAST CITY OF TUSTIN 300 Centennial Way Tustin, California 92780 REQUEST FOR PROPOSALS for Professional Consulting Services for the As -Needed Water Engineering Services October 2010 PROPOSAL SUBMITTALS: Responses to the Request for Proposal (RFP) are to be submitted to: Dana R. Kasdan, P.E. Engineering Services Manager Public Works Department City of Tustin 300 Centennial Way Tustin, California 92780 no later than 4:00 P. M. on November 22, 2010. Six (6) copies of the proposal shall be submitted in a sealed envelope and marked: "Proposal for the As -Needed Water Engineering Services." Proposals received after the specified time will not be accepted and will be returned unopened. .Fees shall be provided in a separate sealed envelope. Questions regarding this request will be limited to written form and shall be submitted no later than 14 calendar days prior to the deadline for proposal submission. Verbal inquiries will not be accepted. Questions shall be directed to Dana Kasdan. INDEX 1. Project Description 2 n. Schedule of Events 2 iii. Scope of Work 2 IV. Proposal Requirements 4 V. General Requirements 6 A. Consultant Evaluation & Selection Process 8 vii. Administration Specifications 9 ATTACHMENTS CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 2 I. PROJECT DESCRIPTION The City of Tustin, Public Works Department is requesting proposals from qualified Civil Engineering firms to provide consulting services on an "as -needed" basis for projects to be determined during the term of the contract. The contract will be for a one (1) year term with provisions for two -one year extensions with the total term not exceeding three (3) years. The total fees to consultant for all assignments authorized during each year shall not exceed $250,000. The City's Public Works Department has an annual capital improvement program and an operating budget for water related projects. The Department, from time to time, has the need to retain the services of a consulting civil engineering firm to assist in performing preliminary engineering, studies, and project design. Design will include the preparation of plans, specifications, cost estimates, and contract documents for various kinds of projects included in the budget. Mostly the projects involve water main installation and replacement design. However, the assignments may include any aspect of water storage, treatment and distribution of domestic water. The City is desirous of contracting with a civil engineering firm to be available to perform services on an "as -needed" basis when consulting engineering services are needed. The City will issue Task Orders for each project based upon a scope of services, work schedule, and fee proposal submitted to the City for its review and approval. Any tasking shall be initiated solely by the City. Further, execution of a contract by the City does not in any way guarantee that any tasking or request for on-call services will be issued to any party. Moreover, execution of a contract by the City shall not entitle the other party to any form of payment or compensation from the City without first having issued tasking or request for services from the consultant. 11. SCHEDULE OF EVENTS 10/18/2010 Issuance of Request for Proposals 11/8/2010 Deadline for written questions. 11/22/2010 Proposals due at Tustin City Hall by 4:00 P.M. 1/18/2011 City Council Approval of Consultant Contract (est. date) 1/24/2011 Issuance of notice to proceed (est. date) III. SCOPE OF WORK Although the City is attempting to identify the limits and services required, this should not unnecessarily limit the consultant in the development of a scope it believes is necessary to meet the City's goals and objectives. In general, the consultant shall perform civil engineering, including geotechnical and surveying, services on an "as -needed" basis for various projects assigned by the City. The CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 3 scope of work for any one project may involve all phases of project development and may include but not be limited to the following: 1. Preliminary Engineering Prepare alternative preliminary layouts, surveying, geotechnical services, hydraulic system modeling and estimates of probable cost for alternatives, and prepare engineering details, and calculations. Present alternatives and provide recommendations and analyses of the advantages of each alternative. 2. Permits Assist the City in obtaining approvals from applicable agencies for environmental, and/or other permits as may be required. 3. Construction Documents Prepare engineering calculations and designs, plans, specifications, cost estimates, and contract bidding documents. The construction documents shall be reviewed by the City at the preliminary engineering, sixty (60%), ninety percent (90%), and final documents stages. The design engineer will be responsible for all required services; which may include utility coordination, geotechnical investigation, survey, traffic plans, etc. The drawings shall be 24 -inch X 36 -inch ink on mylar media. For all deliverables, the consultant shall adhere to the requirements and conditions specified in Attachment C - City of Tustin Mapping, Plan preparation & Document Requirements. 4. Bidding Stage Assist the City in answering bidders' questions, attend pre-bid conferences and job walks, prepare addenda, analyze bids, and recommend award. 5. Construction Stage Attend pre -construction conference. Monitor construction schedule, visit construction site as required for progress and quality of work. Assist the engineer, contractor, and inspector with interpretation of the plans and specifications, analysis of changed conditions, development of corrective action, review of shop drawings and other submittals, and the review and negotiation of change orders. Prepare "as -built" drawings. It is anticipated that the majority of the assigned projects will involve the design and preparation of plans and specifications for the construction of water distribution improvements. CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 4 IV. PROPOSAL REQUIREMENTS Although the City requires no specific format, this section is intended to provide guidelines to the consultant regarding features that the City will look for and expect to be included in the proposal. 1. Content & Format The City requests that proposals submitted be organized and presented in a neat and logical format and are relevant to these services. Consultant's proposals shall be clear, accurate, and comprehensive. Excessive or irrelevant material will not be favorably received. Proposals shall contain no more than 10 typed pages using a 10 point minimum font size, including transmittal/offer letter and resumes of key people, but excluding Index/Table of Contents, tables, charts, and graphic exhibits. The purpose of these restrictions is to minimize the costs of proposal preparation and to ensure that the response to the RFP is fully relevant to the project. The proposal should include the following: • Transmittal/offer letter. • Page numbering. • Index/Table of Contents. • Approach. • Team Organization including an organization diagram and time commitment of key staff. • Statement of Qualifications including descriptions of similar projects by key staff to be assigned during the term of the contract. • Brief resumes of key staff. • Schedule of Hourly Rates and fees in a separate sealed envelope. 2. Approach A description of the firm's approach and work program to meet the city's objectives shall be included. It should explain the technical approach, methodology, and specific tasks and activities that will be performed to address the specific issues and work items. 3. Team Organization The purpose of this section is to describe the organization of the project team including subconsultants and key staff. A project manager and an alternate proiect manager shall be named who shall be the prime contact and be responsible for coordinating all activities with the City. An organization diagram shall be submitted showing all key team members and illustrating the relationship between the City, the CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 5 project manager, key staff, and subconsultants. There also should be a brief description of the role and responsibilities of all key staff and subconsultants identified in the team organization. 4. Statement of Qualifications The information provided in this section should describe the qualifications of the firm and key staff in performing projects within the past five years that are similar in scope and size to demonstrate competence to perform these services. The projects listed should be those that the key staff named for this project were responsible for performing. Information shall include: • Names of key staff that participated on named projects and their specific responsibilities. • The client's name, contact person, addresses, and telephone numbers. • A brief description of type and extent of services provided. • Completion dates (estimated, if not yet completed). • Total costs of the projects. There should be included in the section brief resumes of key personnel who will provide these services demonstrating their qualifications and experience. Resumes should highlight education, relevant experience, licenses, and specific responsibilities for services described. 5. Fee Proposal Compensation for services provided shall be based upon the consultant's detailed fee proposal to furnish the services detailed in their proposal. A Fee Proposal shall be submitted in a separate, sealed envelope and marked as "Fee Proposal" along with the name of the project. A work program together with a breakdown of labor hours by employee billing classification together with the cost of non -labor and subconsultant services shall be included with the fee proposal. The labor breakdown shall be compiled based upon a listing of work tasks that correlates with the consultant's defined scope of work for the project proposal. This information will be used by the City staff to evaluate the reasonableness of the fee proposal and may be used in negotiating the final fee amounts for the contract agreement. The fee proposal of the three top ranked consultants will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants. The Fee Proposals of those consultants not ranked in the top three will be returned to them unopened upon award of contract to the selected consultant. CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 6 The City will negotiate the final fee with the top ranked consultant(s). Reimbursable expenses shall not be allowed unless negotiated prior to a contract. Price escalations during the contract term are disfavored and will not be allowed unless negotiated prior to execution of contract. Although no public meetings are anticipated, the fee proposal shall include a unit cost for a public meeting (e.g., $/public meeting) in the event a meeting (or ... additional meetings) will be required. The consultant shall prepare progress billings, reflective of the project schedule and the scope of work completed, by line item and description. 6. Statement of Offer & Signature The Proposal shall contain a statement that the proposals are a firm offer for a 90 - day period and signed by an individual authorized to act on behalf of the firm. V. GENERAL REQUIREMENTS . Insurance Requirements The consultant shall furnish with the proposal proof of the following minimum insurance coverage. These minimum levels of coverage are required to be maintained for the duration of the project: A. General Liability and Automobile Liability Coverage - $1,000,000 per occurrence for bodily injury and property damage. If Commercial General Liability Insurance or other form with a general limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. B. Professional Liability Coverage - $1,000,000 per occurrence (note: A "claims made" policy is acceptable). If consultant provides "claims made" coverage, consultant shall also agree in writing to either: i. Purchase Tail Insurance in the amount required by the resulting agreement to cover claims made within five years of completion of consultant's services under the agreement. ii. Maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by the resulting CITY of TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 7 agreement five years after completion of consultant's services under this agreement. The consultant shall provide written evidence of either form by executing the attached letter agreement (Attachment B) on consultant letterhead. C. Worker's Compensation Coverage - State statutory limits. Deductibles, Self -Insurance Retentions, or Similar Forms of Coverage Limitations or Modifications, must be declared to and approved by the City of Tustin. The consultant is encouraged to contact its insurance carriers during the proposal stage to ensure that the insurance requirements can be met if selected for negotiation of a contract agreement. The City shall be named as Additional Insured and no Policy may be modified or cancelled prior to thirty (30) days written notice. Certificates of insurance and insurer endorsements evidencing the required insurance shall be provided. 2. Standard Form of Agreement The consultant will enter into an agreement with the City based upon the contents of the RFP and the consultant's proposal. The City's standard form of agreement is included as Attachment A. The consultant shall carefully review the agreement, and include with the proposal a description of any exceptions requested to the standard contract. If there are no exceptions, a statement to that effect shall be included In the proposal. 3. Disclaimer This RFP does not commit the City to award a contract, or to pay any costs incurred in the preparation of the proposal. The City reserves the right to extend the due date for the proposal, to accept or reject any or all proposals received as a result of this request, to negotiate with any qualified consultant, or to cancel this RFP in part or in its entirety. The City may require the selected consultant to participate in negotiations and to submit such technical, fee, or other revisions of their proposals as may result from negotiations. 4. Assigned Representatives The City will assign a responsible representative to administer the contract, and to assist the consultant in obtaining information. The consultant also shall assign a responsible representative (project manager) and an alternate, who shall be identified in the proposal. The consultant's representative will remain in responsible charge of the consultant's duties from the notice -to -proceed through project CITY OF TuSTIN As -Needed Water Engineering Services - RFP October 2010 Page 8 completion. If the consultant's primary representative should be unable to continue with the project, then the alternate representative identified in the proposal shall become the project manager. The City's representative shall first approve any substitution of representatives or subconsultants identified in the proposal in writing. The City reserves the right to review and approve/disapprove all key staff and subconsultant substitution or removal, and may consider such changes not approved to be a breach of contract. 5. City Business License A city business license will be required of the consultant and any subconsultants for services under this agreement. VI. CONSULTANT EVALUATION b SELECTION PROCESS The City's consultant evaluation and selection process is based upon Qualifications Based Selection (QBS) for professional services. The following criteria will be used in evaluating the proposals using a point value system (100 points) based upon the weighting indicated below: 1. Approach and work plan to achieve specified city objectives. (25 points) 2. Qualifications and experience of the project manager and other key individuals. (40 points) 3. Results of reference checks. (15 points) Reference checks will only be conducted for a short list of firms or the top rated firm. 4. Clarity of proposal. (10 points) 5. Compliance with proposal requirements including the 10 page limitation. (10 points) The City may elect to interview a short list of qualified firms or to interview only the top rated firm based upon the proposals submitted for the project. The City staff will negotiate a contract with the one or two best qualified firms for the desired consulting services. Should the City staff be unable to negotiate a satisfactory contract with the firm considered to be the most qualified, negotiations with that firm shall be formally terminated. Negotiations will then be undertaken with the next most qualified firm. Failing accord with the second most qualified firm, the City staff will terminate negotiations and continue the negotiation process with the next most qualified firms in order of their evaluation ranking until an agreement is reached and a firm is selected and an agreement is executed. Please refrain from making any verbal inquires or requests for a formal debriefing related to the subject RFP until the City of Tustin completes the ongoing contract process. CITY OF TUSTIN As -Needed Water Engineering Services - RFP October 2010 Page 9 VII. ADMINISTRATION SPECIFICATIONS A. The City of Tustin's Rights to Proposals All proposals, upon submission to the City of Tustin shall become its property for use as deemed appropriate. By submitting a proposal, the offerer covenants not to make any claim for or have any right to damages because of any misinterpretation or misunderstanding of the specification, or because of any misinformation or lack of information. The City of Tustin has the following prerogatives with regard to proposals submitted: - to accept or reject any or all proposals; - to correct any arithmetic errors in any or all proposals submitted; - to utilize any or all the ideas from proposals submitted; - to change the proposal's due date upon appropriate notification; - to adopt any or all of an offerer's proposal; and - to negotiate modifications to the scope and fee with selected offerer prior to contract award. ATTACHMENTS Attachment A -- Sample Consultant Services Agreement Attachment B -- Letter Agreement Attachment C— City of Tustin Mapping, Plan preparation, & Document Requirements ATTACHMENT A SAMPLE CONSULTANT SERVICES AGREEMENT CONSULTANT SERVICES AGREEMENT THIS AGREEMENT FOR CONSULTANT SERVICES, is made and entered into this —day of 20 , by and between the CITY OF TUSTIN, a municipal corporation, hereafter referred to as "City", and a California Corporation, hereinafter referred to as "Consultant". RECITALS WHEREAS, City requires the services of a consultant to furnish the necessary [engineering or other] services for the [describe project] hereinafter referred to as "Project"; and WHEREAS, City has prepared a Request for Proposal (RFP) dated a copy of which is attached hereto, marked as Exhibit "A" and is by this reference incorporated into this Agreement; and WHEREAS, in response to City's RFP, Consultant has submitted to City a proposal dated , a copy of which is attached hereto marked as Exhibit "B" and is by this reference incorporated into this Agreement; and WHEREAS, Consultant is qualified to provide the necessary services for the Project and desires to provide said services to City; and WHEREAS, City desires to retain the services of Consultant for said Project. NOW, THEREFORE, for the consideration and. upon the terms and conditions hereinafter set forth, the parties agree as follows: AGREEMENT Section 1: Scope of Consultant's Services Consultant shall perform all work necessary to complete in a manner satisfactory to City, the services set forth in Exhibit "A" and Exhibit "B" in accordance with the terms and conditions of this Agreement. Section 2: Order of Precedence In the event of a conflict between or among any of the documents comprising this Agreement, the following order of precedence shall govern the provision in question: 1. This Agreement 2. City's Request for Proposal (Exhibit "A") 3. Consultant's Proposal (Exhibit "B") Section 3: Time for Completion The time for completion of the work to be performed by Consultant is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently the work of this Agreement according to reasonable schedules established by the City for various items described and as outlined within Consultant's proposal. Consultant shall not be accountable for delays in the progress of its work caused by any condition beyond its control and without the fault or negligence of Consultant. Section 4: Compensation A. The compensation to be paid under this Agreement shall be as set forth in Exhibit "B", which shall not exceed a total cost of $ B. Consultant shall submit detailed invoices, based upon the actual work performed accompanied by backup documentation as requested by the City. C. Progress payments for work completed shall be paid by City as the work progresses, within thirty (30) days of the date of Consultant's invoice. D. Consultant shall provide City with a monthly itemization of all work performed, and the fees accrued thereon, in complete and sufficient detail to fully apprise City thereof. Section 5: Independent Contractor Consultant's relationship to City in the performance of this Agreement is that of an independent contractor. Consultant's personnel performing services under this Agreement shall at all times be under Consultant's exclusive direction and control and shall be employees of Consultant and not employees of City. Consultant shall pay all wages, salaries and other amounts due its employees in connection with this Agreement and shall be responsible for all reports and obligations respecting them, such as social 2 security, income tax withholding, unemployment compensation, worker's compensation and similar matters. Section 6: Indemnification Consultant agrees to indemnify, defend and hold City, its officers, agents, employees, successors and assigns harmless from any loss, damage, injury, sickness, death, or other claim made by any person and from all costs, expenses and charges including attorney's fees caused by or arising out of Consultant's, its officers', agents', subcontractors', or employees' negligent acts, negligent errors, or negligent omissions or willful misconduct, or conduct for which the law imposes strict liability on Consultant in the performance or failure to perform this Agreement. Section 7: Insurance A. Consultant shall maintain in full force and effect during the term of this Agreement policies of commercial general liability and automobile liability insurance (each of which shall include property damage and bodily injury) and each with limits of at least $1,000,000 combined single limit coverage per occurrence. B. Consultant shall maintain in full force and effect during the term of this Agreement a policy of professional liability insurance coverage with limits of at least $1,000,000 combined single limit coverage per claim or per occurrence. If Consultant provides claims made professional liability insurance, Consultant shall also agree in writing either (1) to purchase tail insurance in the amount required by this Agreement or to cover claims made within five (5) years of the completion of Consultant's service under this Agreement, or (2) to maintain professional liability insurance coverage with the same carrier, or with an equivalent carrier in the amount required by this Agreement for at least five (5) years after completion of Consultant's services under this Agreement. Consultant shall also provide evidence to the City of the purchase of the required tail insurance or continuation of the professional liability policy by executing the attached Letter Agreement on Consultant's letterhead. C. Consultant shall carry and pay for such workers' compensation insurance as is required to fully protect Consultant and its employees under California Worker's Compensation Insurance Law. The insurance company shall agree to waive all rights of subrogation against the City for losses paid under the policy, which losses arose from the work performed by the named insured. D. Other applicable insurance requirements are: (1) Name the City, its officials and employees as additional insured on the commercial general liability and automobile liability insurance policies. (2) The insurance shall be issued by a company authorized by the Insurance Department of the State of California and 3 rated A, VII (seven) or better (if an admitted carrier) or A-, X (ten) or better (if offered by a surplus line broker), by the latest edition of Best's Key Rating Guide, except that the City will accept workers' compensation insurance rated B-, VII (seven) or better, or from the State Compensation fund. (3) The insurance shall not be cancelled, except after thirty (30) days written prior notice to the City; and (4) The commercial general liability and automobile liability insurance shall each be primary as respects the City, and any other insurance maintained by the City shall be in excess of this insurance and not contribute to it. E. Upon execution of this Agreement, Consultant shall provide to City certificates of insurance and insurer endorsements evidencing the required insurance. Insurer endorsements (or a copy of the policy binder if applicable) shall be provided as evidence of meeting the requirements of Subsections (1)(3) and (4) of Section 7D above and the waiver of subrogation requirement in Section 7C above. If self- insured for worker's compensation, Consultant shall submit to City a copy of its certification of self-insurance issued by the Department of Industrial Relations. Section 8: Termination of Agreement A. City and Consultant shall each have the right to terminate any or all of the services covered by this Agreement at any time or any reason by giving ten (10) business days written advance notice to the other party. B. Upon termination of this Agreement, Consultant shall be paid for services rendered by the effective date of the termination. C. Upon termination of this Agreement or completion of the Project, all documents relating to the Project shall become the sole property of City. Should City terminate this Agreement pursuant to subparagraph A. of this Section, Consultant shall within ten (10) business days of receipt of notice of termination, provide City with all documents within Consultant's possession relating to this Agreement and the Project, including but not limited to all completed documents and all drafts of uncompleted documents. Section 9: Notice Any notice allowed or required to be given shall be effective upon personal delivery thereof, or upon depositing thereof in the United States Postal Service, certified mail, upon receipt requested, postage prepaid, addressed as follows: ILI To City: City of Tustin AM.: Department Head 300 Centennial Way Tustin, CA 92780-3715 To Consultant: Section 10: Miscellaneous Provisions A. Consultant shall proceed immediately and diligently to perform the services provided for in this Agreement upon receipt of notice from City to proceed therewith. B. No part of this Agreement may be assigned by Consultant without the prior written approval of City. C. This Agreement shall extend to and be binding upon and inure to the benefit of heirs, executors, administrators, successors and assigns of the respective parties hereto. D. Consultant shall perform all services required under this Agreement using that degree of care and skill ordinarily exercised under similar conditions in similar localities, and shall be responsible for all errors and omissions for services performed by Consultant under the terms of this Agreement. E. Consultant certifies that there shall be no discrimination against any employee who is employed in the work covered by this Agreement, or against any application of such employment, because of race, religion, color, sex, or national origin including but not limited to, the following: employment, upgrading, demotion or transfer, recruitment, or recruitment advertising, lay-off or termination, rate of pay or other forms of compensation, and selection for training, including apprenticeship. F. This Agreement shall be interpreted in accordance with California Law. The parties agree that the Orange County Superior Court is the exclusive venue for any lawsuits by either party regarding this Agreement. 5 IN WITNESS WHEREOF, this Agreement was executed by the parties on the date and year first above written. ATTEST: Pamela Stoker, City Clerk APPROVED AS TO FORM: Douglas C. Holland, City Attorney "CITY" CITY OF TUSTIN 0 Title "CONSULTANT' By Title 0 ATTACHMENT B LETTER AGREEMENT FOR PROVIDING LIABILITY INSURANCE TO BE REPRODUCED (PRINTED) ON CONSULTANT'S LETTERHEAD Date City of Tustin 300 Centennial Way Tustin, CA 92780 Attn: Dana R. Kasdan, P.E., Engineering Services Manager Subject: Dear Mr. Kasdan: has executed the Consultant Services Agreement for the above referenced project. In lieu of providing occurrence based professional liability insurance coverage as required by the Agreement, warrants and represents that it shall maintain insurance coverage with the insurance company listed on the attachment, or with an equivalent carrier in the amounts indicated for at least five (5) years after the completion of the consulting services under the Agreement. will provide the City with certificates of insurance coverage within the period established above in order to evidence compliance with this Agreement. Sincerely, CONSULTANT NAME Authorized Signature ACCEPTED AND AGREED TO: Douglas S. Stack, P.E. Director of Public Works/City Engineer APPROVED AS TO FORM: Douglas C. Holland City Attorney SACSA & RFPICSA - Tail Insurance - Long.doc ATTACHMENT C CITY OF TUSTIN MAPPING, PLAN PREPARATION & DOCUMENTATION REQUIREMENTS CITY OF TUSTIN MAPPING, PLAN PREPARATION, & DOCUMENTATION REQUIREMENTS As an integral part of the City of Tustin's Infrastructure Mapping & Engineering system, computer-aided drafting and design (CADD) and geographic information system (GIS) standards have been established to provide a systematic method of transferring and exchanging of data between the City and outside engineers and other consultants. Standards for file format, layering, line types, and other conventions are necessary in order to manage the large amounts of data that comprise the City's digital base map, and allow progressive expansion of the data base into future mapping and GIS applications. Layering and linetype conventions are AutoCAD -based (latest version attached herewith). In order to interchangeably utilize the data contained in the infrastructure mapping system, CADD drawings must be in AutoCAD "DWG" format. Engineers and other consultants are requested to provide data to the City in AutoCAD format (i.e., in compliance with the DWG file format and the City's layering and linetype standards) as their projects are completed and submitted to the City for final acceptance. For projects that span an extended period of time, interim drawing files, in AutoCAD format, may be requested. Although most consulting engineers routinely utilize CADD programs, there may be a few that do not. For this reason, an option may be included to allow the developer to submit manually prepared plans and, in lieu of CADD files, provide a cash deposit to the City to have the drawings converted into digital CADD format (i.e., scanned images are not acceptable). This deposit would cover the cost of computerized data entry of key information shown on the improvement plans. The complexity and costs associated with the CADD conversion would vary with the complexity of the development project. Any excess deposit would be returned to the developer. MA -_G To the extent possible, mapping shall be prepared to engineering accuracy (i.e., to two decimal places) based on available improvement plans, right-of-way maps, parcel maps, and tract maps. When information from different sources appears to conflict, assumptions shall be documented and the City shall be notified in writing. Preliminary CADD drawings may be plotted on reproducible bond paper. Final CADD drawings shall be plotted on 4 mil thick mylar and provided to the City as a deliverable product. -1- (Revised July 18, 2005) Final CADD mapping files may be delivered to the City on a CD. All final CADD drawing files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original CADD drawings by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained on the original CADD drawings. ENGINEERING PLANS Engineering plans shall be prepared using the latest version of AutoCAD software. Regardless of the CADD program utilized, the City's convention for information layering shall be followed by the consultant (see attached list). Line types, line weights, symbols, notation, abbreviations, and title blocks shall be consistent with the City's current standards. CADD drawing files shall be provided to the City in DWG (AutoCAD) format. Preliminary CADD drawings, including plan, profile, and cross-sections, may be plotted on reproducible bond paper. Final CADD plans, including plan, profile, and cross-section, shall be plotted on 4 mil thick mylar and provided to the City as a deliverable product. Final CADD drawing files may be delivered to the City on a CD. All final CADD drawing files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original CADD drawings by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained on the original CADD drawings. DOCUMENTS Document files shall be prepared using the latest version of Microsoft Word. Final documents files shall be provided to the City on a CD as a deliverable product. All final document files shall become the property of the City and may be used subsequently by the City or its assignee without additional compensation to the consultant. Changes made to copies of the consultants' original documents by others does not necessarily release the consultant from further responsibility or liability for the accuracy or completeness of the information contained in the original documents. -2- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 New construction to be designated by the Prefix "N-" Laver Name Description Linetvpe Color 0 ARROW Undefined - (Limited Use Only)- Create All Blocks In Layer'0' Construction Note Leader & Arrow Continuous 7-White BORDER Title blocks & borders Continuous 7-White BUILD-C1 Single-Story Commercial Building Continuous 202- BUILD-C2 Two-Story Commercial Building Continuous 21- BUILD-C3 Three-Story Commercial Building Continuous 21- BUILD-SR1 Single-Story Single Family Residential BuildingContinuous 21- BUILD-SR2 Two-Story Single Family Residential BuildingContinuous 40-Orange BUILD-MR1 Single-Story Multi-Family Residential Building Continuous 40-Orange BUILD-MR2 Two-Story Multi-Family Residential BuildingContinuous 41- BUILD-IND1 Single-Story Industrial Building Continuous 41- BUILD-IND2 Two-Story Industrial Building Continuous 42- CALLOUT Construction Note Callouts Continuous 4- CATV Cable TV Conduit Continuous 4-Cyan CHANNEL Flood Control Channels (Uned/Unlined) T-Cate 51-yellow CB-(#) Catch Basin-(Size in Feet) t 211-Violet CITY City Limit Line C o nu Continuous 7-White CL Street Centerline T-City 4-Cyan CL-E-FC Flood Control Easement Centerline T-CL 1-Red CL-E-IRWD Irvine Ranch Water District Easement Centerline T-CL 211-Violet CL-E-MWD Municipal Water District Easement Centerline T-CL 150-Blue CL-E-PVT Private Street Easement Centerline T-CL 150-Blue CL-E-RAIL Railroad Easement Centerline T-CL 61-Yellow CL-E-S Sewer Easement Centerline T-CL 31 -Beige CL-E-SCE Southem California Edison Easement Centerline T-CL 220-Violet CL-E-SD Storm Drain Easement Centeriine T-CL 241-Violet CL-E-UTIL Utility Easement Centerline T-CL 190-Purple CL-E-W Water Line Easement Centerline T-CL 200-Purple CL-FC Flood Control Channel Centerline T-CL 150-Blue CL-FREE Freeway Centerline T-CL Violet CL-G Flow Line of Valley Gutter T-CL 1-R 1-R ed CL-RAIL Railroad Centerline T-CL 252_ CONTOUR Contour Lines T-CL 31-Beige CULVERT Parkway Culvert Continuous 2-Yellow CURB Face of Curb T-Storm 7-White DIM Roadway Cross-Section Dimensions Continuous 4-Cyan DITCH Drainage Swale - Unlined Continuous 7-White DRIVEWAY Driveway Approach t 3-Green DYCENTER Double Yellow Centerline Stripe C o nu Continuous 7-White EASE BIKE Bikeway Easement Continuous 2-Yellow EASE-FC Flood Control Easement T-Ease 201-P -Purple EASE-GOLF Golf Ball Easement T-Ease 211-Violet EASE-IRR Irrigation Easement T-Ease 83-Green EASE IRWD I.R.W.D.(Irvine Ranch Water District) Easement T-Ease 150-Blue EASE-LAND Landscape or Slope Easement SI T-Ease 150-Blue EASE-MWD Municipal Water District Easement T-Ease 191-Purple EASE PACTEL Pacific Telephone Easement T-Ease 150-Blue EASE-PVT Private Street Easement T-Ease EASE-RAIL Railroad Easement T-Ease 7-Whitlet EASE-S Sewer Line Easement T-Ease 32-Bro 32-Brae wn EASE-SCE Southern California Edison T-Ease 220-Violet EASE SCG SouthernCalifornia ia Gas Company Easement T-Ease io EASE-SD Storm Drain Easement 70-Lt241 70-Lt Grret een EASE-SDPIPE San Diego Pipe Company T-Ease 190-Purple EASE-TS Traffic Signal Easement T-Ease 240-Violet EASE-UTIL Utility Easement - CATV, Elec, Gas, Tele, Other Utilities T-Ease 30-Orange EASE-W Water Line Easement T-Ease 200-Purple T-Ease 150-Blue -3- (Revised July 18, 2005) EASE -WALK CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 Pedestrian Walkway Easement T -Ease 192 -Purple Laver Name Description Linetvpe Color ELEC Electrical Line Conduit EP FC Edge of Pavement - Add Feather In 1 -Red - 100' S ( acin p 9) T -Elect Continuous Flood Control Channel Lined 3-Grellow 3 -Green FENCE Fence Line 5 -Blue FH Fire Hydrant oT-Stormnu C Continuous 12- FREEWAY Freeway (Curbs, Gutters, Dikes, & Ede Pavement g ) Continuous 150 -Blue FUEL-(#) Fuel Line - (Size in Inches) Continuous 7 -White FV Fuel Valve T -Fuel 71 -Lt Green GAS-(#) Gas Line - (Size in Inches) Continuous 71 -Lt Green GV Gas Valve T -Gas 70 -Lt Green GOLF Golf Course Property Line Continuous Green GORE Edge Line - Gore Striping Continuous 3- 3-ree GRID Secondary Profile Grid Lines Continuous 7 -White GRID1 Primary Profile Grid Lines Continuous 8-Drk Grey GUTTER Gutter Line Continuous 5 -Blue HC -RAMP Handicapped Ramp Continuous 7 -White INLET(#) Drainage Inlet - (Size in Inches) Continuous 7 -White JS Storm Drain Junction Structure Continuous 7 -White LANELINE Traffic Lane Stripe Continuous 190 -Purple LEADLINE Lane Lead Line Stripe Detail(8) 7 -White LEGEND White Pavement Legend Continuous 7 -White LEGEND -Y Yellow Pavement Legend Continuous 7 -White LIMIT Traffic Limit Line Continuous 2 -Yellow MATCH Match Line & Text Continuous 7 -White MH -E Electrical Manhole Continuous 4 -Cyan MH -T Telephone Manhole Continuous 50 -Yellow MH -S Sewer Manhole Continuous 52-Drk Green MH -SD Storm Drain Manhole Continuous 220 -Violet MH -W Water Manhole Continuous 190 -Purple NORTH North Arrow Continuous 150 -Blue PARK Park Property Line Continuous 5 -Blue PARCEL Parcel Map Boundary Continuous 3 -Green PARKING Parking Space Stripe Continuous 4 -Cyan PB -CATV Pull Box -CAN Continuous 7 -White PB -E Pull Box -Electrical Continuous 51 -Yellow PB -IRR Pull Box -Irrigation Continuous 50 -Yellow PB -RM Pull Box -Ramp Meter Continuous 150 -Blue PB -SL Pull Box -Street Lighting Continuous 9 -Lt Grey PB -T Pull Box -Telephone Continuous 50 -Yellow PB -TS Pull Box -Traffic Signal Continuous 52-Drk Green PL Private Property Line Continuous 30 -Orange POCKET Traffic Pocket Line Continuous 3 -Green POLE PROFILE Utility Pole - Overhead Eleclrele/CATV (Not Mast Arm & Luminaire) Profile Lines Continuous Continuous 7 -White 50 -Yellow RAMP -METER Ramp Meter (Caltrans) Continuous 2 -Yellow RW Public Street Right of Way Continuous 9 -Lt Grey RW -ALLEY Public Alley Right of Way T -RW 6 -Magenta RW-ELEC Elec Right of way T -RW 6 -Magenta RW -FREE Freeway Right of Way (Caltrans) T -RW 6 -Magenta RW -RAIL Railroad Right of Way T -RW 6 -Magenta RW -FC Flood Control Right of Way T -RW 6 -Magenta S-ELEVT-RW Spot Elevations 6 -Magenta S ----VCP Sewer Line - (Size in Inches) - Vitrified Clay Pipe Continuous 3 -Green SCHOOL School Related Data T -Sewer 220 -Violet SD ----RCP Storm Drain - (Size in Inches) - Reinforced Concrete Pie Continuous ow SD ----ACP Storm Drain - (Size in Inches) - Asbestos Concrete Pie T -Storm 190- 190- Purple SD ----CMP Storm Drain - (Size in Inches) - Corrugated Metal Pipe Pe T -Storm 190 -Purple T -Storm- 190 Purple -4- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 SIGN Traffic Signs - Identity Per Caltrans Uniform Sign Chart Continuous 1 -Red Laver Name Description Linetvpe Color SL Street Lighting -Standard - (Pole, Arm & Luminaire ) SL-HPS High Pressure Sodium Vapor Street Light - (Pole, Arm & Luminaire) Continuous Continuous 50 -Yellow SL-LPS SL -MV Low Pressure Sodium Vapor Street Light - (Pole, Arm & Luminaire) Mercury Vapor Street Light - (Pole, Arm & Luminaire) Continuous 50 -Yellow 50 -Yellow SLOPE Slope Continuous 50 -Yellow STA -POINT Centerline Station Numbers & Tics Continuous 191 -Purple SYCENTER Continuous Single Yellow Centerline Strip P Continuous 7 -White TELE Underground Telephone Line Conduit Continuous 2 -Yellow TRACT Tract Map boundary T -Tele 52-Drk Green TREE Street Tree Continuous 4 -cyan TREE -WELL Tree Well Continuous 3 -Green TS Traffic Signal Equipment Continuous 3 -Green TS-COND Traffic Signal Conduit Continuous 30 -Orange TS -CONT Traffic Signal Controller T-TSCOND 30 -Orange TS -LOOP Traffic Detector L Continuous 30 -Orange TS -SERV Traffic Signal Electrical Service Conduit & Service Pedestal Continuous 30 -Orange TWLT Broken Interior Stripe (interior) pe -Two Way Left Tum Striping T-TSCOND 30 -Orange TXT -ADD Street Address Text Detail(31) 2 -Yellow TXT-APNO Assessor's Parcel Number Text N/A 3 -Green TXT -BORDER All text Related to Title Block N/A 3 -Green TXT -BUILD Building Text N/A 7 -White TXT -CATV Cable Television Line Text N/A 7 -White TXT DIM Street Section Dimensions 51 -Yellow Distances & Bearings Text - (Legal Description Data) N/A N/A 2-YellowTXT-DIST TXT -E Electrical Line Text N/A 7 -White TXT -FC Flood Control Channel Text N/A 50 -Yellow TXT -FREE Freeway Text N/A 7 -White TXT -G Gas Line Text N/A 7 TXT GRID Stations/Elevations N/A 0 -Lt G Green TXT -LOT Lot Numbers 4-Cys 4 -Cy an TXT-MISC Miscellaneous Text N/A 7 -White TXT-MAJ Major street Name Text N/A 3 -Green TXT -NOTES Construction/General Notes N/A 7 -White TXT -PM Parcel Map Number N/A 3 -green TXT -PARK Park Related Text N/A 3 -Green TXT -PROFILE All Text Related to Profile N/A 3 -Green TXT -PVT Private Street Name Text N/A TXT-RAIL Railroad Name N/A 7-White -White TXT -RES Residential Street Name N/A 7 -White TXT -RS Record of Survey Number N/A 7 -White TXT -S Sewer line Text N/A 3 -green TXT -SCHOOL School Text N/A -Violet TXT -SD Storm Drain Line Text N/A 2220 ow TXT -SIGN Sign Type Text N/A 1 190- Purple TXT -T Telephone Line Text N/A -R 1 -R ed TXT -TRACT Tract Map Number N/A Green TXT -W Water Line Text N/A 3-Gre n VAULT -E Vault -Electrical 150-W 150 -White VAULT -T Vault -Telephone C o Continuous 50 -Yellow WALK Sidewalk Continuous 52 -Green WALL Wall Continuous 7 -White W M Water Meter Continuous 1 -Red WV Water Valve Continuous 150 -Blue W ----COP Water Line - (Size in Inches) - Copper Continuous 150 -Blue W ----ACP Water Line - (Size in Inches) - Asbestos Concrete Pie T -Water 150 -Blue W ----PVC Water Line - (Size in Inches) - Polyvinyl Chloride Pipe T -Water 150 -Blue W ----DIP Water Line - (Size in Inches) - Ductile Iron Pipe T -Water 150 -Blue W ---- STL Water Line - (Size in Inches) - Steel Pipe T -Water 150 -Blue T -Water 150 -Blue -5- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS "N-" Prefixes May Be Added To Layer Name To Denote "New" Conditions Anything Existing to be in a lighter pen weight color or can be screened. Linetype Descriptions (SET AUTOCAD LINETYPE SCALE TO *10* FOR 20 AND 40 SCALE DRAWINGS ON 24- X 38" SHEETS) *T -CATV *T -CL *T -CITY *T-ELEC *T -EASE *T -GAS *T -RW *T -SEWER *T -STORM *T -TELE *T-TSCOND *T -WATER *DETAILS (LANELINE) *DETAIL9 (LANELINE) *DETAIL 11 (LANELINE) *DETAILI2 (LANELINE) *DETAIL 29 (REFLECTORS) *DETAIL31 (TWLT-INT.) *DETAIL37 (LANE DROP) *DETAIL37WO (LANE DROP WO) *DETAIL 37B (LANE DROP) *DETAIL 38 (REFLECTORS) *DETAIL39A (BIKELINE) *DETAIL 40 (L.L. EXTENSION) A,.75,-.15,.75,-.15,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25 A,1.25,-.25,0,-.25,0,-.25,0,-.25 A,.75,-.15,.75,-.15,0,-.15 A,.75,-.15 A,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25,0,-.25 A,2.5,-.25 A,.75,-.125 A,.75,-.15,.75,-.15,0,-.15,0,-.15 A,.3,-.1,.1,-.1 A,.35,7.15,.125,-.15,-.35 A,.7,-1.7 A,.7,-1.7,.7,-.85,0.-.85 A,12,3,6 A,.12,-1.8,0,-1.8 A,O,-2.4 A,1.2,-3.6 A,.3,-.6,0,-.6,.3,-1.2 A,.3,-.1.2 A,.3,-.6,.3,-.6,.3,-1.2 A,O,-2.4 A,.4,-.8 A,.6,-1.2 Plotter Pen Color & Size / AutoCAD Color Assignments Black AUTOCAD DRAWING LAYERS AND LINETYPES 1 -Red, 8-1-t Grey; Colors (16-256) Automatically Plot at 0.008mm 10/18/2010 with the exception of color 202. Black Laver Name Description Black 0.012mm 7 -White, 9-Drk Grey Black Linetvpe Color W ---- CIP Water Line - (Size in Inches) - Cast Iron Pipe 6 -Magenta Black W ---- REC Reclaimed Water Line - (Size in Inches) -'Purple Pipe, T -Water T -Water 150 -Blue 150-13lue XWALK Crosswalk XWALK-Y Yellow Crosswalk Continuous 7 -White Continuous 2 -Yellow "N-" Prefixes May Be Added To Layer Name To Denote "New" Conditions Anything Existing to be in a lighter pen weight color or can be screened. Linetype Descriptions (SET AUTOCAD LINETYPE SCALE TO *10* FOR 20 AND 40 SCALE DRAWINGS ON 24- X 38" SHEETS) *T -CATV *T -CL *T -CITY *T-ELEC *T -EASE *T -GAS *T -RW *T -SEWER *T -STORM *T -TELE *T-TSCOND *T -WATER *DETAILS (LANELINE) *DETAIL9 (LANELINE) *DETAIL 11 (LANELINE) *DETAILI2 (LANELINE) *DETAIL 29 (REFLECTORS) *DETAIL31 (TWLT-INT.) *DETAIL37 (LANE DROP) *DETAIL37WO (LANE DROP WO) *DETAIL 37B (LANE DROP) *DETAIL 38 (REFLECTORS) *DETAIL39A (BIKELINE) *DETAIL 40 (L.L. EXTENSION) A,.75,-.15,.75,-.15,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25 A,1.25,-.25,0,-.25,0,-.25,0,-.25 A,.75,-.15,.75,-.15,0,-.15 A,.75,-.15 A,.75,-.15,0,-.15,0,-.15,0,-.15 A,1.25,-.25,0,-.25,0,-.25 A,2.5,-.25 A,.75,-.125 A,.75,-.15,.75,-.15,0,-.15,0,-.15 A,.3,-.1,.1,-.1 A,.35,7.15,.125,-.15,-.35 A,.7,-1.7 A,.7,-1.7,.7,-.85,0.-.85 A,12,3,6 A,.12,-1.8,0,-1.8 A,O,-2.4 A,1.2,-3.6 A,.3,-.6,0,-.6,.3,-1.2 A,.3,-.1.2 A,.3,-.6,.3,-.6,.3,-1.2 A,O,-2.4 A,.4,-.8 A,.6,-1.2 Plotter Pen Color & Size / AutoCAD Color Assignments Black 0.010mm 1 -Red, 8-1-t Grey; Colors (16-256) Automatically Plot at 0.008mm with the exception of color 202. Black 0.015mm 2 -Yellow, 3 -Green, Black 0.012mm 7 -White, 9-Drk Grey Black 0.020mm 4 -Cyan, 5 -Blue Black 0.025mm 6 -Magenta Black 0.045mm 202-Drk Purple (Sizes based on a 20 scale drawing using a 750C or 1055CM plotter) -7- (Revised July 18, 2005) CITY OF TUSTIN CADD/GIS AUTOCAD DRAWING LAYERS AND LINETYPES 10/18/2010 Descri tion Text Name Tent Font - ext size Text Width Obliguing Angle 20 Scale Drawings Dimensions Distances/Bearing Romans Romans Romans 2 1.0 0 Gen./Const. Notes Romans Romans Romans 2 2 1.0 0 Major Street Name Hvms Hvms 5.5 1.0 1 0 0 Match Line Minor Street Name Romans Hvms Romans 4 0.5 0 0 Miscellaneous Text Romans Hvms Romans 4.5 2 1.0 0 Profile Text Sign Text Simplex Simplex 2 1.0 1.0 0 0 Spot Elevations Sign 9 Elev Simplex Romans 2 2 1.0 15.0 0.8 0 40 Scale Drawings Dimensions Distances/Bearings Romans Romans Romans 4 1.0 0 Gen./Const. 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Insert Blocks Into Appropriate Working Layer. (Revised July 18, 2005) EXHIBIT B - CONSULTANT'S PROPOSAL -z+f y� »«Ta � :� >§ » a<a .. ..... . ..: {« City of Tustin, California I A.1-!d!LFAi FP lh'/, €i -R,, EFiGiN LFJNG *E�AIifG( TABLE OF CONTENTS COVERLETTER............................................................................................... 1 APPROACH.................................................................................................... Z WeBring a Proven Approach....................................................................................................2 ProjectUnderstanding.................................................................................................................2 DistributionFacilities.....................................................................................................2 Water Treatment & Storage.........................................................................................3 Hydraulic Modeling & Planning Studies..................................................................5 TEAMORGANIZATION................................................................................... 6 Capabilities That Match the City's Requirements..............................................................6 TeamOrganization Chart............................................................................................................7 SubconsultantInformation........................................................................................................7 STATEMENT OF QUALIFICATIONS.................................................................. 8 Recent, Relevant Experience......................................................................................................8 KeyTeam Member Resumes.....................................................................................................9 SCHEDULE OF HOURLY RATES.......................................................................... LIST OF TABLES Table 1 Team Matrix Table 2 Project Experience Matrix APPENDICES Appendix A Insurance Requirement Acknowledgment Appendix B Consultant Services Agreement Acknowledgment BLACK & VEATCH building a world of difference - ENERGY WATER INFORMATION GOVERNMENT November 22, 2010 B&V Project No. 900724.0001 Mr. Dana R. Kasdan, P.E. Engineering Services Manager Public Works Department City of Tustin The Lvorl; will he base,' 300 Centennial Way in our Irvine office Tustin, California 92780 where we have served' the City for ►pore than a decade. Dear Mr. Kasdan: Black & Veatch (B&V) is pleased to present this Proposal To Provide As -Needed Water Engineering Services for the City of Tustin (City). The B&V Team offers the City the following benefits: Unparalleled Technical Strength. Considering the nature of as -needed services contracts, where exact tasks are not yet defined, a diverse team with experience across all aspects of engineering and associated disciplines will best suit the City's needs. B&V offers such a team. We have a strong, local, multi -discipline design team - including specialists in pipelines, treatment, storage and pumping, permitting and right-of-way, modeling and planning, and hydraulics and surge control - who will be able to meet your needs on a daily basis, calling upon a global talent pool for task -specific services. Seasoned Team Organized To Reflect the City's Vision. As Project Director for the As -Needed Services, I am proud of the Team that Black & Veatch has assembled. Andrew Lazenby, P.E., our proposed Project Manager, and Andrew Stanton, P.E., our Alternate Project Manager, have extensive planning, design, and construction support experience, and both have worked on projects for the City. The Team includes three talented Task Leaders: Victor Tsai, P.E., Distribution Facilities; John Bekmanis, P.E., Water Treatment and Storage; and James Strayer, P.E., Hydraulic Modeling and Planning Studies. Collectively, we have approximately 115 years of experience, the majority of it in the Southern California regulatory arena. We are your Implementation Team! Subconsultants Who Bring Added Value. This proposal identifies five specialty subconsultants who have agreed to be on the Black & Veatch Team as required to enhance our ability to respond to the City. We are confident of their ability to provide high-quality services. Recent, Relevant Experience. Black & Veatch has implemented As -Needed Service Agreements with major California utilities. We have also implemented multiple projects for several agencies that cover the wide range of services identified in the City's Request for Proposal (RFP). This proposal briefly describes 25 projects on which our Team members have participated. The depth and breadth of the Team's experience can give you confidence that we will be able to "hit the ground running" on a wide variety of as -needed assignments. We will leverage lessons learned on your behalf. As a Vice President of the firm and Client Manager for our projects for the City, I assure you we are submitting this proposal not only as an expression of interest, but as a personal statement of our commitment to provide the leadership and resources necessary to ensure that we provide As -Needed services that meet or exceed your expectations. Very truly yours, <79WK & VEATCH CORPO IO en N. Foellmi, P.E., Vice President and Project Director SNF/rls Enclosures BLACK & VEATCH CORPORATION 115615 Alton Pkwy, Ste 300 • Irvine, CA 92618 • Telephone 949.753.0500 City of Tustin, California 1, /V , Y1 1-i r, I, - r'. i r 1 Fr ,, I T- I" cFR _ APPROACH WE BRING A PROVEN APPROACH TO AS -NEEDED SERVICES CONTRACTS It is a feature of as -needed services contracts that exact tasks are not yet defined. From a project delivery perspective, we have found that the critical areas for successful provision of the service include: Assigning direct responsibility for successful project completion to the Project Manager. Establishing procedures and tools to efficiently communicate with all members of the Project Team and the City. Developing a thorough understanding of each task order at the outset. Customizing our services and committing resources to the specific task being assigned. Developing an effective, individual work plan for each task order. Developing and implementing a Quality Assurance/Quality Control program for each task order. This approach has been "tried and tested" with many of our clients in Southern California. Recently, the City of Anaheim renewed our longstanding As -Needed Professional Consulting and Engineering Services Contract in the categories of: water engineering; electrical instrumentation and control; structural engineering; pipeline design; and planning studies and hydraulic modeling. In addition, B&V currently holds on-call contracts with other agencies such as Metropolitan Water District, West Basin Municipal Water District, City of Los Angeles, City of San Diego, and IEUA. PROJECT UNDERSTANDING Following our review of your RFP, we've identified three areas of service to highlight in our approach: Distribution Facilities, Water Treatment & Storage and Hydraulic Modeling & Planning Studies. Distribution Facilitic: Upon review of upcoming projects in the City's CIP program, it appears that the City has a number of water main replacement projects on the horizon. Further, the City is planning to conduct a modeling effort to identify fire flow requirements in the system. This would be a first step to determining whether there are strategic pipeline replacement projects that would alleviate hydraulic deficiencies in the system. We highlight our team's modeling capabilities on page 5 of this Approach section. Black & Veatch has completed the design and construction of a wide range of water transmission and distribution mains for congested urban and T HE RIGHT TEAK`:. THE RIGHT HISTOPY THE RIGHT EXPERIENCE. THE RIGHT APPROACH. If selected, B&V would propose a collaborative approach to project execution with the City CGlttfl�l:'11IC�fIClti ix"�� confirm project wcli, pk?,t, anc: objective, G;��� tin��c�nt dr,�i: i,•u_ ��,i�<<condur_i ir�ectin� _ rec;uirec'. a Implement technic, z' workshop -style approach to develop preliminary design. Vv! or I,"hup maiei vJ11 include key drav:'ings, C1( ,J ! C) ter,, and co,.'.: c Conduct hands -w design review, meetinV5 at each completion level h our expectation to i f oev,, earl i drawl and niaiol assumptic,: Citistaff ir. stie,;mlinc revicv" k Coordinate proje�' siaEu�. ars;.' City of Tustin, California residential areas, as well as open terrain. We have solved challenges related to dewatering, settlement, corrosion prevention, and cathodic protection to ensure long-term reliable operations of construction facilities. Materials of construction have ranged from PVC, mortar lined and/or tape coated steel, and ductile iron. Diameters have ranged from small (4 to 16 inches) to medium (24 to 78 inches), to very large such as the 33 -foot diameter cement mortar lined/coated steel for the Department of Water Resources on the Delta Habitat Conservation and Conveyance Program. Over the last several years, we have worked closely with Southern California agencies to resolve distribution system issues. In order to respond to a recent Metropolitan emergency request on the Rialto Pipeline, Black & Veatch team completed the design such that the new sectionalizing facilities could be placed into service three months prior to the actual final completion of the facilities construction. This is just one example of our conveyance and piping design experience. Our project team has completed hundreds of miles of distribution pipeline studies and designs and MMI look forward to working with the City for your pipeline replacement needs. Technical Understanding. The design of water pipelines requires specialized experience to evaluate the technical issues including the need for bedding and backfill, joint designs, shipping and handling. B&V has prepared numerous sets of plans, specifications, and details addressing each of these critical design and construction components. We plan on using this proven approach on your as -needed pipeline projects. Cactus Avenue 48 3 Steel Potable Sand Canyon 48 5 Steel Potable Nacimiento 12-36 45 Steel Raw Central Feeder 78 3.2 Steel Potable RC Feeder 54-78 20 Steel Raw Oxnard 16-30 4.7 HDPE/PVC Recycled Anaheim 4-18 2 Steel Potable Pipeline Materials. Recommended pipeline materials will be based on the application cost, suitability, and conformance with City practices. In addition, the need for cathodic protection (and maintenance) should be considered prior to recommending a specific pipeline material. Installation Methodologies. In addition to open trench installation, B&V is at the top of its class when it comes to trenchless technologies. We've included Dr. Chris Mueller as a trenchless pipelaying expert on our team who has more than 24 years of experience with trenchless technologies such as microtunneling. Microtunneling can be an attractive option when the alignment is through a sensitive or highly -developed community. Water Treatment &:,, Storap, The City's RFP indicated the potential need for services associated with water treatment and storage facilities. Such infrastructure are certainly interrelated and planning, rehabilitation and expansion of these facilities are paramount for a well-maintained water system. We are familiar with the City's current water supply plans and water quality issues. SteveToellnli, oar; I)rapo.eed Project Uil rias mcu, th; o 1 cors v; v"' im( desirry, e.- rit,i_cc- nud s(,rvc ne r, t.crh�;ica! wivisol cllCTirurnli >-or 1;,;�1'; /�irr�lili cwl"O W an'> 1� << ��otIll ,.; nlc mi,- ; of ti,r A IVli'/l 5tc cl Pilo, (,01ir111rtLCC City of Tustin, California The City currently meets its demands from a combination of treated imported water from Metropolitan's Diemer WTP and local groundwater. Some local groundwater supplies are nitrate and TDS- impaired, requiring treatment at the City's 17th Street Desalter (reverse osmosis for nitrate and TDS reduction) and/or the Main Street Plant (RO or IX for nitrate reduction). Groundwater blending is also practiced to maintain a cost-effective balance between water supply and meeting water quality regulations. Our proposed team is very familiar with local groundwater treatment issues and blending strategies, not only between groundwater supplies but also with imported water from Metropolitan. Members of our team have been assisting the Chino Basin Watermaster and the Inland Empire in implementing groundwater management strategies for the past decade. We recently completed planning of the 100,000 acre-foot Dry -Year Yield Project and planing and design of the City of Upland IX Facility. Both of these projects required a comprehensive knowledge of local groundwater contaminant issues and the best available technologies. Our Team also recently completed work on the City of Santa Monica Charnock Groundwater Restoration Project, a design -build project including the use of R0, GAC and pressure filtration for MTBE and VOC removal. Our experience has enabled our team to Tustin Main St. 2.2 ✓ maintain close communication with Sand Canyon 7 ✓ CDPH personnel which allows us to Azusa 4 ✓ Rialto Highlands 5 ✓ streamline coordination during Twin oaks 22 ✓ design. Nacimiento (3 tanks) 2 ✓ Maintaining adequate storage is required not only for meeting current and planned water demands, but also to meet required fire flow demands. The initial planned fire flow modeling work will enable our team to evaluate the City's storage needs. Our Team is also well -versed in planning and design of all types of reservoir construction, including steel, cast -in-place (CIP), and pre -stressed. Our Team prepared the design of several steel tanks for the Fontana Water Company Sandhill WTP, design of a 4 MG pre -stressed tank for Azusa Light & Water, and a 7 MG CIP tank for the Castaic Lake Water Agency. Steel is economical; however, recoating costs should be factored into the present value of the facility. CIP tanks are likely the most costly, but they can be designed to fit into irregularly-shaped lots and can be buried. Pre -stressed reservoirs require minimal maintance and can be buried; however, they are initially more costly than steel tanks. Aesthetic and hydraulic constraints would certainly be considered during any new storage evaluation. Our team is also familiar with strategies for water mixing, both mechanical mixing and alternative inlet/outlet configurations. Seismic considerations should also be reviewed and our team is experienced with design of Flex -Tend couplings and the use of seismic actuators. We look forward to sharing our storage ideas and experience with you! City of Tustin, California Hydraulic Modeling & Planning Studies B&V's experience with hydraulic modeling makes us ideally suited to meet the City's upcoming modeling needs. B&V together with our subconsultant, ID Modeling, have extensive experience with H20Net, H20Map Water, and InfoWater. Our modeling efforts would be coordinated by our Hydraulic Modeling & Planning Studies Task Leader, James Strayer, who would be supported by our team of master planners, hydraulic modelers, and GIS experts. Based on conversations with City staff, we understand that an initial task would be to analyze the City's H20Net model for fire flow scenarios. Based on our experience, the following represents general steps and potential challenges to consider when employing fire flow testing and global fire flow simulations: 1. Fire Hydrant Testing for Steady State Model Calibration: There are varying levels of steady state calibration, including macro and micro calibration. Micro calibration is recommended to establish a minimum level of confidence to perform subsequent fire flow simulations and involves conducting strategic and coordinated field testing to open (flow) fire hydrants and take residual pressures at neighboring hydrants which will be impacted by the flowing hydrant. By performing these tests throughout the system, the City can benefit from multiple field readings under stressed system conditions with which to calibrate. Results from this type of calibration typically produce the following system findings and benefits: disconnects in the model, partially closed valves, inaccurate PRV settings and controls, out -dated pump curves, inaccurate pump controls, refined c -factors, among others. 2. Fire Flow Simulations for System -wide Deficiency Identification: The above approach to steady state calibration allows the City to perform global fire flow simulations to run the designated fire flow criteria (typically based on fire department land use requirements) for each hydrant -junction. This simulation can be performed repeatedly, and automatically across all junctions, one after the next, until the H20Net software generates an available flow at each hydrant -junction for a residual pressure of 20 psi (or other specified). This enables the model to generate available flow contours based on excess and deficient flows vs. the required fire flow for subsequent CIP development to address deficiencies. Our tenni Ming,_ expertise irr modeling fn many of your neighbor Our team is extremely familiar with all of the above including macro and micro calibration, fire hydrant testing and coordination, and global fire flow simulations and the hydraulics, system behaviors, control and software parameters which drive deficiencies within the system. We look forward to putting our technical expertise to work for you! City of Tustin, California I As -IIT[ IA D tt 1r,, f Fig SH T e TEAM ORGANIZATION Tustin has been a valued Black & Veatch client in the past, and we want to be your consultant of choice in the future. We are proud of our decade-long association with the City, which began with the design and constrution of the Main Street Facilities and continued with the work on the preliminary design of the Simon Ranch Reservoir. We have assembled an outstanding project team who is dedicated to meeting and exceeding your expectations. The organization chart in this section identifies members of our proposed team to execute a variety of as -needed services that the City may need. These individuals are ready to go to work from Day One! CAPABILITIES THAT MATCH THE CITY'S REQUIREMENTS The Organization Chart presents the general structure of the Black & Veatch team and identifies our Management and Core Design Team. The design team will be supported by Technical Advisors who are recognized experts in their fields. Our Project team is organized around three focused areas of service: Distribution Facilities, Water Treatment & Storage and Hydraulic Modeling & Planning Studies. Each distinct service area has been assigned a Task Leader who will spearhead the efforts in the respective service area. Due to the potential variability of assignments, our project team will be assembled on a task -by -task basis to ensure that the most experienced and qualified team is provided to you for each project. Adoption of this approach will allow us to streamline our project delivery while providing you with a highly specialized team of experienced individuals assembled to meet the specific needs of your assignments. The capabilities of our qualified team are summarized in the Team Matrix and concise bion of the management team and task leaders are provided in the Statement of Qualifications section of this proposal. A Strong Management Teani. Steve Foellmi, our proposed Project Director, and Andrew Lazenby, our proposed Project Manager, have worked closely in similar roles on many recennt water treatment and water resources projects in Southern California. As a Vice President in the firm, Steve will assure you that adequate resources will be available for all of your projects. Andrew brings extensive experience addressing both technical and institutional challenges. Tash Leaders with Depth and Breadth of Experience. Steve and Andrew have reviewed the City's RFP and have designated three Task Leaders who will be responsible for project execution as the City issues project -specific assignments. Talented Support Team. Our project -specific teams will be drawn from a resources pool of multi -disciplined specialists and sub -consultants. Our Management Team, Task Leaders, and support staff have extensive recent, relevant experience, which is summarized in the Statement of Qualifications section. Our teamis well suited tc your future as -needed projects! B&N offers you: Iarolcct r�lt:r�at?c me r: teal -ii e A commitmr nt to COnlmUniCat1On ah'! client irlteractior! Expertise required for successful projcc'. implernentaticm • A proven tradh. record of succc"- that can be immediately leveraged for your benefit Steve and kndre� , recently cornPletel-' desigru of the City of Santa MonicR Char°nocl:lr'tlellfiel(E Festoration Proirc. xvhich in('06c—ci e;%,Pnced tre2:011C1' CC)rFV';'� c-riCE` ��f"r F'. '-$C rc!('e f c C i I i J City of Tustin, California r€,�,;-Ili[ ....................................... . Alternate Proiect Manager Andrew Stanton ......................................: Additional Sub -consultants would be selected as necessary to suit the specific requirements of the Design Tasks awarded. Converse Consultants and B&V have worked together on many projects where Inverse Consultants Converse performed field investigations; soil characterization; laboratory data •"" analysis; earth pressure analysis; foundation and grading design; settlement and bearing capacity analysis; seismic risk analysis; and report preparation. Johnson -Frank & Associates, Inc. is based in Anaheim and is well -versed in serving public works projects at the local level. The firm specializes in construction staking and survey and has extensive experience in earth movement monitoring experience using the latest high precision equipment. DDB DDB Engineering, Inc. is a local firm that completes regulatory and permit assessments and Title 22, Annual, and other regulatory compliance reports and maintains close contacts with regulatory agencies. ID Modeling is a local engineering technology company delivering hydraulic �tlDModeling model solutions for infrastructure, energy and water resource management to the global water utility industry. Tom Dodson & Associates, Environmental Services. B&V has teamed with TDA for more than ten years on water treatment facilities and projects. TDA has extensive CEQA/EIR experience and knows how to help agencies achieve compliance with environmental requirements while meeting project schedules. City of Tustin, California I r,.--€ EEGEO vikIATFF, ING Sl AIK I` TABLE 1- PROJECT TEAM MATRIX Steve Foellmi V 37 Project Director Andrew Lazenby ✓ 12 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Project Manager Andrew Stanton ✓ 22 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Alternate Project Manager Victor Tsai ✓ 12 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Task Leader - Distribution Facilities John Bekmanis Task Leader -Water Treatment & ✓ 15 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Storage James Strayer Task Leader - Hydraulic Modeling & ✓ 17 ✓ ✓ ✓ ✓ ✓ ✓ Planning Randy Fiorucci QA/QC Dr. Vasu Veerapaneni 18 Advanced Water Treatment Dr. Chris Mueller 24 Trenchless Pipelaying Ted Stolinski* ,/ 36 ✓ ✓ ✓ ✓ ✓ ✓ Pumping Rob Kaessner Pipeline Design/Planning Studies & ✓ 8 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Modeling Bya Faunas* ,/ 10 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Pipeline Design/ Hydraulics & Surge Madhavan Jayakumar 26 Mechanical Kristi Kuhlmann Modeling & Planning Studies/Storage, ✓ 9 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Pumping & Treatment Jake Holden ✓ 5 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Storage, Pumping & Treatment Stephane Lecina* Hydraulics & Surge Sunny Wang Treatment Process City of Tustin, California { A17 N'LrbEPtr,AITF 1(r_1 Chris Tadanier 23 Treatment Process Aziz Karim ✓ 24 ✓ ✓ I&C/SCADA Mark Zamora 18 ✓ VII ✓ I&C/SCADA Keene Matsuda Electrical Chris Kindle Electrical Mark Lowe ✓ 25 ✓ ✓ ✓ ✓ Structural Murali Balan Structural Jim Rasmus ✓ 24 ✓ ✓ ✓ ✓ ✓ ✓ ✓ Permitting & Right of Way Gayla Fecher Permitting & Right of Way Don Gupta* 1/ 32 ✓ ✓ ✓ ✓ ✓ Geotechnical Tom Knox* ✓ 28 ✓ ✓ ✓ ✓ ✓ Geotechnical Hala Titus* ✓ 23 ✓ ✓ - ✓ ✓ Construction Management Eric Sturtz ✓ 7 ✓ ✓ ✓ - ✓ Construction Management *Professional has a PE License in another country or a state other than California. City of Tustin, California i A-NIFF=F)N) VkIA`'4' f WJWF I 514116 I STATEMENT OF QUALIFICATIONS We are e>:ecutinR P, Needed agreements witi, Black & Veatch brings a powerful combination of skills and capabilities that some of California's will allow us to deliver a "No Surprises" project to you on schedule and within largest agencies: budget. We are an engineer -led, construction -driven organization with in- . house engineering, procurement, and construction capabilities. One reason for our continued growth and success is client satisfaction. We have an 4 0; extensive list of clients we have served for many years on numerous, repeat assignments. We have served some clients for the duration of our existence! Such ongoing and strong relationships are based on commitment and trust ` \/'Iatt [ er Dist l(ionici�;; v� a and are the foundation for our excellent standing in the industry. i ici RECENT, RELEVANT EXPERIENCE We urge you to call the individuals listed as references to see what they have to say about our technical competence and personal responsiveness. We think you will be satisfied with what you hear! The members of the team compiled to address your needs have successfully served of many similar projects with relevant experience. As highlighted in this experience section, our team brings: Unparalleled Expertise in the Design and Implementation of Conveyance and Distribution Projects. Depth and Breadth of Water Treatment and Storage Knowledge. A Comprehensive Understanding of Hydraulic, Implementation, and Operational Issues to be addressed at the Planning Stage. We have enjoyed our decade-long association with the City Several key members of our Team have worked on previous projects for the City and are ready to once again put their knowledge to work for you! We provide the City: Familiarity with pipeline alignment challenges and site constraints associated with construction in a sensitive community setting Extensive knowledge of reservoir construction techniques and water quality issues common in Southern California Extensive pool of B&V resources who have worked on projects of all sizes ranging from small-scale studies to large-scale conveyance and treatment facilities Inland I inph t The tables that follow highlight a selection of projects completed within the utilities Agenr) past five years as requested in your RFP. We have selected 25 recent projects on which team members proposed for your project have participated that E tropoSo v��Wait(;Dis highlight our expertise in the areas of work identified by the City: Distribution District of SouthF, Facilities, Treatment & Storage, and Hydraulic Modeling & Planning Studies. -?litornia RECENT, RELEVANT EXPERIENCE We urge you to call the individuals listed as references to see what they have to say about our technical competence and personal responsiveness. We think you will be satisfied with what you hear! The members of the team compiled to address your needs have successfully served of many similar projects with relevant experience. As highlighted in this experience section, our team brings: Unparalleled Expertise in the Design and Implementation of Conveyance and Distribution Projects. Depth and Breadth of Water Treatment and Storage Knowledge. A Comprehensive Understanding of Hydraulic, Implementation, and Operational Issues to be addressed at the Planning Stage. We have enjoyed our decade-long association with the City Several key members of our Team have worked on previous projects for the City and are ready to once again put their knowledge to work for you! We provide the City: Familiarity with pipeline alignment challenges and site constraints associated with construction in a sensitive community setting Extensive knowledge of reservoir construction techniques and water quality issues common in Southern California Extensive pool of B&V resources who have worked on projects of all sizes ranging from small-scale studies to large-scale conveyance and treatment facilities City of Tustin, California ! E`.`­NUFDEF; khI _t [-, SDv',. L TABLE 2 - PROJECT EXPERIENCE MATRIX PIPELINE DESIGN San Luis Obispo County Nacimiento Water Project - t Castaic Lake Water Agency Sand Canyon Pipeline and Pump Station San Bernardino Valley Municipal Water District Central Feeder Pipeline Western Municipal Water District Riverside Corona Feeder Mr. John Hollenbeck 0 Multiple stakeholders a S. Foellmi Project Manager 5 Consensus workshops 0 M. Jayakumar San Luis Obispo County a Cost allocation model V. Tsai 1055 Monterey Street Innovative cost-saving G. Fecher San Luis Obispo, CA 93408 methods 0 M. Lowe (805) 781-5252 45 miles of pipe ranging a A. Karim from 12 to 36 -inch R R. Fiorucci Completion Date: Ongoing diameter Construction Cost: $176 M Mr. Brian Folsom Designed as part of a pump S. Foellmi Eng. & Operations Manager station, pipeline and a A. Lazenby Castaic Lake Water Agency reservoir system E. Sturtz 27324 Bouquet Canyon Road 05 miles of 48 -inch diameter V. Tsai Santa Clarita,CA 91350 RPipeline size optimization a T. Stolinkski (661) 297-1600 study K. Kuhlmann • Permitting for two river R. Fiorucci Completion Date: 2007 crossings Construction Cost: $30 M Mr. Sam Fuller Design -Build S. Foellmi Chief Engineer Met design requirements 0 A. Karim SBVMWD for multiple agencies 0 V. Tsai 380 E. Vanderbilt Way 3.2 miles of 78 -inch G. Fecher San Bernardino, CA 92408 pipeline, 5 MG reservoir, a T. Stolinski (909) 387-9200 two 300 cfs pump stations a R. Fiorucci in project area Completion Date: Ongoing ' Phased implementation Construction Cost: $30 M Mr. lack Safely 0 Preliminary design S. Foellmi Water Resources Manager 20 miles of pipe ranging in V. Tsai Western Municipal Water diameter from 54 to 78- G. Fecher District inch in project area R. Fiorucci 450 Alessandro Boulevard Three highway crossings Riverside, CA 92508 and Santa Ana River (951) 789-5000 crossing ■ Phased implementation Completion Date: Ongoing Increased water supply Construction Cost: $130 M reliability (est.) City of Tustin, California u'i/�Tf k 5i kV;' i= Metropolitan Water District Rialto Pipeline City of Santa Monica Colorado Ocean Relief Sewer City of Oxnard Recycled Water Backbone Pipeline Mr. Jose Aldrete Project Manager Metropolitan Water District 700 North Alameda Street Los Angeles, CA 90012 (213) 217-7946 Completion Date: Ongoing Construction Cost: $6 M Mark Cuneo Chief Engineer 1437 Fourth Street, Suite 300 Santa Monica, CA 90401 (310)458-8979 Completion Date: 2009 Construction Cost: $9 M City of Oxnard Lou Balderrama City Engineer 305 W. Third St 3rd Floor, E Wing Oxnard, CA 93030-7337 (805) 385-8280 Completion Date: 2010 Construction Cost: $17 M ■ Aggressive schedule • Close coordination with multiple jurisdictional agencies ■ Phased implementation ■ Close coordination with Southern California Edison ■ Replacement of 96 -inch pipe with new steel pipe • Preliminary design, final design, and construction phase services for a relief seweer with flow ranging from 3 to 48 cfs ■ Evaluation of 13 alignments ■ Final alignment included 1,000 LF of 24 to 36 -inch using open trench, pipe jack and hand mining ■ Extremely sensitive community area ■ Involved 1-10 crossing • Preliminary and final design of near 50,000 feet of HDPE, steel, and PVC pipeline ■ Design also included a 2,000 foot micro -tunnel ■ Including slip lining and pipe bursting ■ Performed system hydraulic and surge analyses ■ Identified permitting and regulatory approval strategies ■ S. Foellmi ■ A. Karim ■ M. Lowe ■ V. Tsai ■ R. Fiorucci ■ A. Stanton ■ J. Bekmanis ■ S. Wang ■ A. Stanton ■ R. Kaessner ■ R. Fiorucci City of Tustin, California i !`.`. hrl=r 61 I* [! il.°E SI r"// ':M:' WATER TREATMENT & STORAGE Orange County Water District Initial Expansion of the Groundwater Replenishment System City of Santa Monica Charnock Wellfield Restoration Indio Water Authority Posse Park Surface Water Treatment Facility Concept Design Ine,o Water AUthordy �'- Posse Park Surface WMer Trea—N F—lily FREEW PR DRAFT Conceptual Design Report Mehul Patel Project Manager Orange County Water District P.O. Box 8300 Fountain Valley, CA 92708 (714) 378-8209 Completion Date: Ongoing Construction Cost: $93 M Mark Cu neo Chief Engineer 1437 Fourth Street, Suite 300 Santa Monica, CA 90401 (310)458-8979 Completion Date: On-going Construction Cost: $50 M Mr. Anders Wistrom Principal Civil Engineer Indio Water Authority 83-101 Avenue 45 Indio, CA 92201 (760)391-4046 Completion Date: 2010 Study Cost: $222,000 ■ Increased the capacity of the Advanced Water Purification Facility (AWPF) by 30 MGD to a total of 100 MGD ■ Multi -discipline design coordination ■ Stakeholder coordination ■ Evaluation and implementation of RO energy recovery and flow equalization concepts • Design -Build approach to streamline the project and save costs ■ Fully restored contaminated groundwater supply ■ 10 mgd of wellhead treatment at the Charnock site and final treatment at the Arcadia WTP ■ Greensand filters for iron and manganese removal, GAC for MTBE and TBA removal, and RO for softening • Groundwater blending plan for TOC reduction • Prepared treatment process evaluation, including membranes ■ incorporated future ASR and recycled water into master planned site at Prepared hydraulic profile and system conveyance requirements S. Foellmi J. Holden G.Fecher K. Matsuda R.Kaessner B.Founas M. Jayakumar A. Karim R. Fiorucci S. Wang S. Foellmi A. Lazenby A. Stanton H. Titus V. Veeranpenini K. Kuhlmann J. Holden G.Fecher S. Wang M. Jayakumar C. Kindle M. Lowe A. Karim D. Gupta J. Bekmanis B. Founas R. Fiorucci S. Foellmi A. Lazenby C. Tadanier B. Founas City of Tustin, California d A-KTFLIfir,+l!tTF- SFPVI U_. City of Upland Mr. Mark Wiley Ion Exchange Facility at Plant No. 12 Water Operations Manager City of Upland Upland, CA 91786 (909)291-2945 Azusa Light and Water Azusa Canyon Filtration Plant San Gabriel Valley Water Company Sandhiii WTP Castaic Lake Water Agency Completion Date: 2007 Construction Cost: $5 M Mr. Chet Anderson Project Manager Azusa Light and Water 729 North Azusa Avenue Azusa, CA 91702 (626)812-5209 Completion Date: 2009 Construction Cost: $36 M Mr. Frank LoGuidice Engineering & Operations Manager San Gabriel Valley Water Company 11142 Garvey Avenue EI Monte, CA 91733 (626) 448-6183 Completion Date: 2009 Construction Cost: $33 M Mr. Brian Folsom Eng. & Operations Manager Castaic Lake Water Agency 27324 Bouquet Canyon Road Santa Clarita, CA 91350 (661)297-1600 Completion Date: 2007 Construction Cost: $8 M ■ Preliminary/Final Design of S. Foellmi IX facility to treat high K. Kuhlmann nitrate and DBCP impaired A. Lazenby groundwater J. Holden ■ IX and PTA treats 2,600 A. Karim gpm of groundwater M. Lowe ■ Significant interaction with R. Fiorucci DPH and AQMD regarding permitting ■ Construction management and inspection services ■ Expansion of plant from 7.5 S. Foellmi mgd to 16 mgd J. Holden ■ Existing facilities in a M. Lowe operation at all times 8 R. Fiorucci during construction ■ Plan developed to supply raw water to the plant using a combination of Colorado River water and local dam water • CM and inspection ■ Evaluated pretreatment facilities and modifications • Treats both SWP and local Lytle Creek water • 20 mgd WTP design completed in six months ■ Designed new operations building and architecture ■ Full-time inspection and limited CM tasks ■ Provided an initial storage volume of 7 MG with an ultimate volume of 14 MG ■ Reservoir consists of two concrete 3.5 MG cells ■ On-site resident engineering staff for coordination between field staff and office design team ■ S. Foellmi ■ A. Lazenby ■ K. Kuhlmann ■ G.Fecher ■ R. Fiorucci ■ S. Foellmi ■ A. Lazenby ■ V. Tsai ■ K. Kuhlmann ■ M. Lowe ■ R. Fiorucci City of Tustin, California i h.s-Nri7 E FF` D,154kT[ 4 Ji ­,r S!4"�U E' City of Anaheim Walnut Canyon Reservoir Rehabilitation Project Burbank Water & Power Reservoir No. 1 San Diego County Water Authority San Vicente Pump Station City of Santa Monica Various Construction Management Projects . i.t: `.'f/ - Mr. Michael Fileccia Principal Water Engineer City of Anaheim 201 S. Anaheim Blvd, Suite 601 Anaheim, CA 92805 (714)765-4427 Completion Date: 2009 Construction Cost: $7 M Mr. Michael Thompson Principal Civil Engineer Burbank Water & Power 164 West Magnolia Blvd Burbank, CA 91502 (818)238-3500 Completion Date: 2009 Study Cost: $35,000 Mr. David Chamberlain Project Manager San Diego County Water Authority 4677 Overland Avenue San Diego, CA 92123 (858)522-6811 Completion Date: 2007 Construction Cost: $35 M Mr. Bill Zein Principal Engineer City of Santa Monica 1437 4th Street Santa Monica, CA 90405 (310)458-8721 Completion Date: Ongoing Construction Cost: $5-15 M ■ Conducted a feasibility study to define optimum reservoir capacity and evaluate alternatives for achieving this capacity ■ Completed design to replace existing reservoir lining to provide an additional 30-40 years of service life ■ Aesthetics enhancement • Evaluation of reservoir replacement options to maximize on-site storage ■ DSOD permit and neighborhood aesthetic considerations ■ Developed alternative construction techniques for constrained site ■ Cost development ■ Provided system pumping requirements ranging between 50 and 444 cfs ■ Specialized design to meet noise level requirements ■ Four 7,000 horsepower water cooled variable speed drives ■ CM services provided ■ Provided construction management services for urban runoff reclamation facilities, transit malls, bluff improvements, parking structures, water main replacements, parks, etc. ■ Met stringent "no spill' requirements to protect Santa Monica Bay • S. Foellmi • A. Lazenby ■ K. Kuhlmann ■ J. Holden ■ T. Knox ■ D. Gupta ■ M. Lowe ■ A. Stanton ■ R. Fiorucci S. Foellmi A. Lazenby K. Kuhlmann T. Knox G. Fecher R. Fiorucci S. Foellmi J. Bekmanis V. Tsai E. Sturtz D. Gupta T. Stolinski A. Stanton D. Gupta H. Titus City of Tustin, California V A. -W[ -E)[[, Vf'/ L k r [ .Vi(( HYDRAULIC MODELING & PLANNING STUDIES Cucamonga Valley Water District Surface Water Treatment Facilities Master Plan City of San Diego Recycled Water Facilities Master Plan Helix Water District EI Monte Valley Groundwater Recharge Project Mr. Rob Hills Water Treatment Superintendent Cucamonga Valley Water District 10440 Ashford Street Rancho Cucamonga, CA 91729 (909) 899-0060, ext. 1 Completion Date: 2010 Study Cost: $125,000 Ms. Marsi Steirer Project Director City of San Diego 600 B Street, Suite 700 San Diego, CA 92101 (619)533-4112 Completion Date: Ongoing Study Cost: N/A Mr. Tim Smith Project Manager Helix Water District 7811 University Ave. La Mesa, CA 91942 (619)466-0585 Completion Date: 2008 Study Cost: $254,000 Mr. Louis Atwell Dept. Director Utilities Water Manager City of Downey 11111 Brookshire Avenue Downey, CA 90241-7016 (562)622-3398 Completion Date: 2008 Study Cost: $731,000 ■ WTP modifications for Stage 2 D/DBP rule compliance ■ Process evaluation of GAC, RO, UV, advanced oxidation and disinfection modifications ■ Developed potential groundwater blending plan • Member of Team to develop and evaluate alternatives to maximize water reuse within the San Diego region ■ Minimize discharges to the ocean while enhancing overall reliability ■ Feasibility for groundwater recharge, reservoir augmentation, and direct potable reuse • Evaluated recharge of purified recycled water for basin replenishment ■ Regulatory support, pilot studies and modeling ■ Evaluated use of spreading basins, injection wells and ASR wells ■ Prepared conceptual design for treatment facility modification requirements • Groundwater quality ■ Groundwater supply ■ Groundwater wells evaluation ■ Groundwater treatment alternatives ■ Potable/recycled water distribution modeling • CIP evaluation ■ Rate study ■ S. Foellmi ■ A. Lazenby ■ G.Fecher • J. Strayer • J. Rasmus • J. Bekmanis • K. Kuhlmann ■ J. Rasmus • J. Bekmanis ■ S. Foellmi ■ C. Tadanier ■ S. Foellmi ■ J. Rasmus ■ G.Fecher City of Tustin, California! /'_I-JEEL;1-F V(t-J0IFk:<:�I-PVIC ' Chino Basin Watermaster Mr. Ken Manning Chino Basin Dry Year Yield Program CEO Expansion and Recharge Master Chino Basin Watermaster Plan Update 9641 San Bernardino Road years and groundwater Rancho Cucamonga, CA 91730 during dry years (909)484-3888 ■ Preliminary design for Completion Date: 2010 = Study/Concept Design Cost: wells N supply plans to integrate S. Foellmi Chino Basin Watermaster Mr. Ken Manning Optimum Basin Management CEO Program T. Stolinski Chino Basin Watermaster 9461 San Bernardino Road Rancho Cucamonga, CA 91730 (909) 484-3888 Completion Date: Ongoing Study Cost: ^'$500,000 Kern Delta Water District Mr. Mark Mulkay Water Banking Program Project Manager KEMDELTAWATHMUNCT Kern Delta Water District ......,.R� 501 Taft Highway Bakersfield, CA 93307 (661)834-4656 i eI -�_--- - �•. Completion Date: Ongoing Construction Cost: $65 M (est.) ■ Developed comprehensive A. Lazenby conjunctive -use program K. Kuhlmann to maximize use of J. Holden imported water in wet R. Kaessner years and groundwater R. Fiorucci during dry years ■ Preliminary design for wellhead treatment and wells ■ Developed regional water supply plans to integrate S. Foellmi multiple resources K. Reedy ■ Over 10 years engineering D. Argo assistance B. Hulsey ■ Planning, design, public K. Kuhlmann outreach, and/or A. Lazenby construction support J. Neemann ■ Treatment Technology Assessment for groundwater contaminants ■ Series of wellhead treatment facilities (IX) ■ Design -build project S. Foellmi ■ Environmental Impact K. Reedy Report V. Tsai ■ Ultimately transfer over T. Stolinski 50,000 acre -ft per year E. Sturtz ■ Groundwater recharge ■ Groundwater extraction wells City of Tustin, California j S[ r.'JPCP Steve Foellmi, P.E., Project Director BS/MS Civil - 36 Years of Experience Contributions to Project ■ As a Vice President of the firm, Steve is able to commit resources throughout project. ■ Career focus on water resources facilities, including 30 WTPs, 150 miles of water conveyance pipelines, reservoirs, and pump stations. Voting member of AWWA Steel Pipe Committee. ■ Familiarity with City of Tustin requirements. Relevant Experience Project Manager of City of Tustin's Main Street Facilities and Simon Ranch Reservoir Projects. Project Manager of design of more than 20 Southern California WTPs, including conventional treatment, ozone, membranes, and UV disinfection. Nearly 20 years as Project Director or Project Manager of As -Needed Services for the City of Anaheim's Water Department. Andrew Lazenby, P.E., Project Manager BS Civil — 12 Years of Experience Contributions to Project ■ Has worked closely with Steve Foellmi and the majority of engineers on the B&V technical support team. ■ Experience with consensus -building and stakeholder outreach. • Familiarity with City of Tustin requirements. Relevant Experience: ■ Project Engineer, Tustin Main Street Facilities Design and Construction Support. ■ Project Manager or Project Engineer on alternative treatment evaluations and design of Southern California WTPs encompassing a wide range of treatment processes (conventional, ozone, membranes, and UV). ■ Project Manager or Project Engineer on more than a decade of assignments for the Chino Basin Optimum Basin Management Program, including studies, facilities design, and construction support. ■ Project Manager of As -Needed Services contracts for the City of Anaheim's Water Department and the Inland Empire Utilities Association. Andrew Stanton, P.E., P.M.P, Alternate Project Manager BS Civil/MS Environmental — 22 Years of Experience Contributions to Project ■ Certified Project Management Professional • Strong combination of technical skills and communication skills in both internal and external(outreach)interactions. ■ Familiarity with City of Tustin requirements. Relevant Experience ■ Project Engineer, Tustin Simon Ranch Reservoir and Booster Pump Station Preliminary Design. ■ Project Manager, LADWP's Stone Canyon Filtration Plant. ■ Project Manager, Oxnard Reclaimed Water Backbone System. ■ Project Manager for LADWP As -Needed Renewable Energy Services Contract. City of Tustin, California i k's NI[ St I",K:E Victor Tsai, P.E., Task Leader, Distribution Facilities BS/MS Civil -12 Years of Experience Contri butioils to Project ■ Specialist in pipelines, pumping facilities, and hydraulics ■ Experience in hydraulic modeling, facilities design, and construction management and support ■ Understanding of state and local regulatory requirements, including the California Department of Transportation Relevant Experience ■ Project Engineer, Central Feeder Pipeline, 3.2 miles of 78 -in pipeline, a 5 MG reservoir, and a 50 cfs (ultimate 300 cfs) pump station. ■ Design Engineer for award-winning Rancho Penasquitos Pressure Control and Hydroelectric Facility. ■ Design Engineer, San Vicente Pump Station, responsible for evaluating system -wide hydraulic operation scenarios and hydraulic operating conditions. John Bekmanis, P.E., Task Leader, Water Treatment & Storage BS Civil -15 Years of Experience Contributions to Project. ■ Design of water treatment facilities ranging from 12 to 40 MGD. ■ Design of raw water and finished water reservoirs ranging from 2 MG to 4 MG. • Experience with civil/site layouts for complex projects including project engineering of a 444 cfs raw water pump station Relevant Experience ■ Project Engineer, San Vicente Pump Station. ■ Project Engineer, EI Monte Valley Recharge Project which includes a study for groundwater modeling, pipeline alignments, and advanced treatment for recharge. ■ Project Engineer, Canyon Filtration Plant Upgrade and Expansion for Azusa Light and Water which included a 4 MG prestressed reservoir. James Strayer, P.E., Task Leader, Hydraulic Modeling & Planning Studies BS Civil - 17 Years of Experience Contributions to Project • Career focus on developing reliable water supply plans in Southern California ■ Hands-on engineer providing thorough and innovative solutions on projects ranging from small, straight -forward efforts to complicated, high-profile projects. ■ Facilitator and workshop leader in American Assembly Stakeholder process — a formal stakeholder involvement process. Relevant Experie.nco ■ Technical Oversight, 2010 Water Reuse Master Plan, and Project Director, Water Reuse Study, for the City of San Diego. ■ Technical Consultant, Anaheim Water Reuse Demonstration Project Plan. Master Plan. • Master Plan Oversight for South Coast Water District Master Plan, Otay Water District Water Master Plan, and Otay Water District North District Recycled Water Study. City of7ustin,California i <-'.'-C0=FI1 SCHEDULE OF HOURLY RATES As requested by your RFP, this section provides hourly rate schedules for B&V and our subconsultants. b)z:Ci c VC's' (h cool wlt ikC" !A-1CC_'uI6 - of [au:.'rlj' [;GEr Project Director $300 Project Manager 3 $250-300 Project Manager 2 $190-250 Project Manager 1 $180-190 Engineer 7 $210-220 Engineer 6 $190-210 Engineer 5 $175-190 Engineer 4 $135-160 Engineer 3 $120-135 Engineer 2 $110-120 Engineer 1 $100 Engineering Technician 2 $90 Engineering Technician 3 $95 Engineering Technician 4 $100 Engineering Technician 5 $105 Engineering Technician 6 $125 Engineering Technician 7 $135 Engineering Technician 8 $150 Word Processing Specialist* $110 Clerical* $90 Finance* $90 (1) Subconsultants will be billed at cost plus 59. (2) Other Direct Charges will be billed at cost. Allowable Other Direct Charges include the following: Travel (transportation fares/tickets, vehicle rental & Fuel, lodging, meals, parking, tolls, IRS -approved mileage) Delivery (courier, FEDEX/UPS/Express mail, US mail) Major deliverable reproduction (photocopy, printing) Field equipment and miscellaneous supplies Temporary labor (3) Overtime hours will be reimbursed at 1259 of the regular hourly rate *-non-exempt classifications only CONVERSE CONSULTANTS Schedule of Fees Personnel Introduction It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing source of professional advice and opinions. Services will be performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. This fee schedule is valid through January 31, 2011. Hourly Charges for Personnel Staff assignments will depend on personnel availability, job complexity, project site location and experience level required to satisfy the technical requirements of the project and to meet the prevailing standard of professional care. Field Technical Services Construction Inspector — ACI/ICBO and/or DSA certified (concrete, post -tension includes concrete batch plant and local steel fabrication inspections) Non -Destructive Testing Inspector (ultrasonic, magnetic particle, dye penetrant, Schmidt hammer, and pachometer) Soils Technician (soil, base, asphalt concrete, and moisture emission testing) Senior Soils Technician Supervisory Soils Technician Sample Pick-up Professional Services (Field and Office) masonry, structural steel, fireproofing, skidmore, pull testing, torque testing, $65 75 70 80 85 50 Staff Professional $80 Senior Staff Professional 85 Project Professional 105 Project Manager 115 Senior Professional 135 Principal Professional 160 Principals/Consultants 180 Laboratory Testing Laboratory Technician $65 (Unit prices for routine tests quoted upon request; see Geotechnical Laboratory Testing and Materials Testing Services Schedules of Fees) Office Support Clerical/Word Processing $60 Drafting 65 CAD Operator/Drafting Manager 70 An overtime charge of 50 percent of the above hourly rates (excluding Professional Services) will be added for time in excess of eight hours per day and for all time on Saturdays, Sundays and holidays. An overtime charge of 100 percent of the above hourly rates (excluding Professional Services) will be charged on Sunday if hours worked was seven continuous eight hours per day in one work week, not counting vacation or sick leave within the week. Travel time to and from the job site will be charged at the hourly rates for the appropriate personnel. Expenses 1. Exploration expenses (drilling, trenching, etc.) are charged at cost plus fifteen percent. 2. Travel and subsistence expenses (transportation, room and board, etc.) for individuals on projects requiring travel and/or living away from a principal office are charged at cost plus fifteen percent. 3. Automobile and truck expenses are charged at cost plus fifteen percent (rentals) or at a rate of fifty-five cents per mile for company- owned vehicles traveling between principal office and project. 4. Other out-of-pocket direct project expenses (aerial photos, long-distance telephone calls, permits, outside printing services, tests, etc.) are charged at cost plus fifteen percent. Invoices Invoices will be submitted to the Client on a monthly basis, and a final bill will be submitted upon completion of services. Payment is due upon presentation of invoice and is past -due thirty days from invoice date. In the event Client fails to make any payment to Converse when due, Converse may immediately cease work hereunder until said payment, together with a service charge at the rate of eighteen percent per annum (but not exceeding the maximum allowed by law) from the 'due date, has been received. Further, Converse may at its sole option and discretion refuse to perform any further work irrespective of payment from Client in the event Client fails to pay Converse for services when said payments are due. Client shall pay attorneys' fees or other costs incurred in collecting any delinquent amount. General Conditions The terms and provisions of the Converse General Conditions are incorporated into this fee schedule as though set forth in full. If a copy of the General Conditions does not accompany this fee schedule, Client should request a copy from this office. Converse Consultants P2010 CONVERSE CONSULTANTS Schedule of Fees Geotechnical Laboratory Testing Compensation for laboratory testing services will be made in accordance with this fee schedule. Costs of tests not on this schedule will be by quote and/or in accordance with our current hourly fee schedule. The rates are based on non -contaminated soil. A surcharge will be charged for handling contaminated material, which will be determined based on the project. IDENTIFICATION AND INDEX PROPERTIES TESTS Visual Classification, ASTM D2488 .....................................8.00 180.00 Engineering Classification, ASTM D2487 ..........................15.00 80.00 Moisture Content 60.00 • Moisture Content & Dry (Bulk) Density, 60.00 ASTM D2216 & D2937 .............................................15.00 45.00 • Moisture Content, ASTM D2216 .................................10.00 65.00 Shrinkage Limit, ASTM D427 ............................................85.00 65.00 Atterberg Limits, ASTM D4318 45.00 • Several points.............................................................80.00 80.00 • One point....................................................................40.00 Particle Size Analysis, ASTM D422 • Fine Sieve (From +#200 to#4)................................. • Coarse Sieve (From +#200 to 3 in) .......................... • Hydrometer............................................................... Percent Passing #200 Sieve, ASTM D1140 .................... Specific Gravity CONSOLIDATION AND SWELL COLLAPSE TESTS 8 Load Increments.......................................................... 180.00 Additional load increment ..................................................30.00 80.00 Time -Ratio, per load increment ......................................... 60.00 Single Point (collapse test) ................................................ 60.00 Single Load Swell, ASTM D4546 45.00 • Ring Sample, Field Moisture ...................................... 65.00 • Ring Sample, Air Dried ............................................... 65.00 Remolded Sample, per specimen ..................................... 45.00 Expansion Index Test, UBC 29-2/ASTM D4829 ................ 80.00 80.00 HYDRAULIC CONDUCTIVITY TESTS • Method C (6 -inch mold)............................................130.00 80.00 Constant Head, ASTM D2434 ......................................... 250.00 85.00 Falling Head Flexible Wall, ASTM D5084 ....................... 300.00 45.00 Triaxial Permeability, EPA 9100 ...................................... 350.00 • 3 point......................................................................325.00 Remolded Specimen, per specimen .................................. 50.00 • Fine (passing #4 sieve), ASTM D854 .........................70.00 • Coarse (retained on #4 sieve), ASTM C127 ...............70.00 Sand Equivalent Test ........................................................75.00 Double Hydrometer. Dispersion, ASTM D4221 ................150.00 COMPACTION AND BEARING STRENGTH Standard Proctor Compaction, ASTM D698 or ASTM D1557-91 • Method A or B..........................................................120.00 • Method C (6 -inch mold)............................................130.00 California Impact Method (Caltrans 216) .........................200.00 R -value, ASTM D2844 .....................................................240.00 California Bearing Ratio (CBR), ASTM D1883 • 1 point......................................................................125.00 • 3 point......................................................................325.00 Relative Density • 0.1 cubic foot mold ...................................................200.00 • 0.5 cubic foot mold ...................................................300.00 SHEAR STRENGTH Torvane/Pocket Penetrometer...........................................20.00 Direct Shear (per point) • Quick Test..................................................................60.00 • Consolidated - Drained (granular soil) ASTM D3080..........................................................140.00 • Consolidated - Drained (fine grained soil), ASTM D3080..........................................................200.00 • Consolidated - Undrained (fine grained)...................120.00 • Residual Strength, per Cycle......................................45.00 • Remolded Specimens, per specimen .........................45.00 STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS (PER POINT) Unconfined Compression, ASTM 2166 .............................75.00 Unconsolidated - Undrained, ASTM D2850 .....................110.00 Consolidated — Undrained (per point)..............................700.00 Consolidated — Drained (per point)..................................700.00 With Pore Pressure Measurement, per load....................150.00 Remolded Specimens, per specimen................................45.00 Converse Consultants GLT2010 CHEMICAL TESTS Corrosivity (pH, resistivity, sulfates, chlorides) ................ 150.00 Organic Content, ASTM D2974 ......................................... 65.00 Conditions: Unit rates presented on this fee schedule are for routinely performed geotechnical laboratory tests. Numerous other earth material physical tests can be performed in our geotechnical laboratories, including rock core, soil cement and soil lime mixture tests. Tests not listed can be quoted upon request. This fee schedule is valid through January 31, 2011. Prices are based on the assumption that samples are uncontaminated and do not contain heavy metals, acids, carcinogens and/or volatile organics which can be measured by an organic vapor analyzer or photoionization detector with a concentration greater than 50 parts -per -million (ppm). Quoted testing fees are based on the assumption that no protective clothing will be required to handle samples. If Level D protective clothing will be required during handling of samples (as defined in the Federal CFR Part 1910.120), then a 40% increase in fees presented in this schedule will be applied. Level C protective clothing will be a 60% increase in fees. Converse will not handle samples that require either Level B or Level A protection in our geotechnical laboratories. Contaminated samples will be returned to the client. Uncontaminated samples will be disposed of 30 days after presentation of test results. The client must disclose the source of samples. Samples imported from out of state will be incinerated after testing, in accordance with requirements of the United States Department of Agriculture. Soil samples obtained within the State of California currently designated quarantine areas will also be incinerated in accordance with the requirement of the State of California, Department of Food and Agriculture, Division of Plant Industry, Pest Exclusion. A $5.00 incineration fee will be added to each sample that is required to be incinerated in accordance with State and Federal law. Test results requiring plots will be presented in a publishable format generated from computer programs. Otherwise, raw test numbers will be presented. A minimum laboratory fee of $50.00 will be charged to present and mail test results. Beyond the standard U. S. Mail delivery, specialized transmittal will be charged at additional cost (e.g., Federal Express, UPS, etc.). Geotechnical testing does not include engineering and/or geologic review and analysis. Typical turn -around for geotechnical laboratory testing is two weeks (or roughly ten working days). To expedite test turn -around to five working days, a 50% increase in the fees in this schedule will be applied. Many geotechr:-al tests require at least one week to perform in accordance with the ASTM or other standard specifications. Fees presented in this schedule for relatively undisturbed direct shear, consolidation or expansion pressure tests are based on the assumption that 22 -inch -diameter (2.416 -inch inside diameter) brass ring samples will be provided to the geotechnical laboratory for testing. Remolded specimens will be compacted in standard 2.5 -inch outside diameter brass rings for direct shear, consolidation and expansion pressure tests. All fees presented in this schedule are based on the assumption that the client will deliver samples to our laboratory at no additional cost to Converse. Invoices will be issued monthly and are payable on receipt unless otherwise agreed upon. Interest of 1.5% per month (but not exceeding the maximum allowed by law) will be payable on any amount not paid within thirty days; payment thereafter to be applied first to accrued interest and then to the principle unpaid amount The Client shall pay any attorneys' fees or other costs incurred in collecting any delinquent amounts. .DDB ENGINEERING, INC. 2011 FEE SCHEDULE Personnel Category Principal Engineer Project Manager Electrical Engineer Project Engineer Staff Engineer Technician/Drafter Clerical/Support Average Hourly Rate $165.00 $150.00 $135.00 $130.00 $100.00 $85.00 $60.00 Direct expenses (e.g., mileage, printing, etc.) will be billed at cost. 2011 Fee Schedule_ddb.doc Project Name: City of Tustin As -Needed Services Effective Date: November 16,2010— December 31, 2011 Fee Schedule Personnel Compensation Classification Rate Schedule Hourly Rate ProgramDirector....................................................................................................... $190 Principal Technologist / Senior Project Manager ..................................................... $185 TechnicalAdvisor....................................................................................................... $175 ProjectManager........................................................................................................ $165 ProjectEngineer........................................................................................................ $145 ProjectModeler......................................................................................................... $135 Hydraulic Model Technician...................................................................................... $110 WordProcessing........................................................................................................ $95 Project Accountant.................................................................................................... $75 The above Hourly Rates include normal and incidental costs such as routine communications, postage and office supplies. The foregoing Schedule of Hourly Rates may be revised due to labor adjustments. These revisions may apply at the beginning of each new calendar year following execution of the project contract. Direct Expenses Reimbursement for direct expenses, as listed below, incurred in connection with work, will be at cost plus ten percent for items such as: a. Maps photographs, reproductions, printing, equipment rental, and special supplies related to the work. b. Outside computer processing, computation, and proprietary programs purchased for the work. Other in-house charges for prints and reproduction, equipment usage, etc. will be billed at standard company rates. Excise and gross receipts taxes, if any, will be added as a direct expense. IDIAodelina 1 I. 11. iI Johnson -Frank & Associates, Inc. Professional Consulting Services Schedule of Current Hourly Rates for Services Performed by Johnson -Frank & Associates, Inc. Effective October 1, 2010 through September 30, 2011 Licensed Surveyor* * $171.00 Senior Survey Technician/Analyst $126.00 Survey Technician/Analyst $115.00 CAD Draftsperson $115.00 1 Man Survey Party w/equipment $157.00 2 Man Survey Party w/equipment $260.00 3 Man Survey Party w/equipment $347.00 Clerical/Delivery $ 50.00 Prints, research material & other incidental supplies Cost + 10% 3D Laser Scanner $1,250.00/day Dual Frequency GPS Equipment - 2 Units $220/day 3 Units $330/day 4 Units $440/day The above rates shall be charged portal to portal (time spent on job site plus travel time) excluding lunch breaks. * * Rates for Licensed Surveyor, acting as Expert Witness, shall be $300.00 per hour, which shall include travel time to and from deposition/trial location as well as any wait time at deposition/trial location. A minimum charge of $1200.00 (four hours) will be charged for each day an appearance for deposition or trial is required. Time & effort in preparation for appearance at deposition or trial will be billable at the normal rates listed above. Overtime shall be charged at 1.35 times the regular rate except for Sundays and/or holidays. Rates for Sunday shall be 1.75 times the regular rate and for holidays it shall be 2.5 times the regular rates. Daily overtime billing for field survey work during Monday through Friday does not commence until 8 hours of on-site work has been completed. (Travel time is not charged at overtime rates.) 5_1_50 E. Hunter Ave. Anaheim, CA 92807 (714) 777-8877 FAX: (714) 777-1641 TOM DODSON & ASSOCIATES 2150 N. ARROWHEAD AVENUE SAN BERNARDINO, CA 92405 TEL (909) 882-3612 • FAX (909) 882-7015 L I E-MAIL tda@tdaenv.com=c 2010 FEE SCHEDULE Tom Dodson & Associates Labor: Time spent on behalf of a client will be charged as follows: Environmental Specialist $150.00 / hour Regulatory Specialist $105.00 / hour Biologist / Ecologist $105.00 / hour Environmental Specialist II $105.00 / hour Environmental Specialist III $72.00 / hour Biologist II $58.00 / hour Biologist III $53.00 / hour Admin / WP / Graphics $48.00 / hour Legal Expert Witness $225.00 / hour Other Direct Costs: All other direct costs (travel, supplies, printing, subcontracts, etc.) are charged at actual cost plus a 10 percent management/handling charge. Mileage will be billed at $0.55 per mile. (effective 12-1-08) BLACK & VEATCH building a world of difference ENER6V WATER INFORMATION 60VE RNMEN7 City of Tustin November 22, 2010 300 Centennial Way Tustin, California 92780 Attn: Dana R. Kasdan, P.E., Engineering Services Manager Subject: Proposal for As -Needed Water Engineering Services (P.W. File No. 2805) Dear Mr. Kasdan: Black & Veatch has executed the Consultant Services Agreement for the above referenced project. In lieu of providing occurrence based professional liability insurance coverage as required by the Agreement, Black & Veatch warrants and represents that it shall maintain insurance coverage with the insurance company listed on the attachment, or with an equivalent carrier in the amounts indicated for at least five (5) years after the completion of the consulting services under the Agreement. Black & Veatch will provide the City with certificates of insurance coverage within the period established above in order to evidence compliance with this Agreement. Sincerely, BLACK & VEATCH Steven N. Foellmi, P.E. Vice President / Project Manager ACCEPTED AND AGREED TO: Douglas S. Stack, P.E. Director of Public Works/City Engineer APPROVED AS TO FORM: Douglas C. Holland City Attorney Black & Veatch Corporation • 15615 Alton Parkway, Suite 300 • Irvine, California 92618 USA • Telephone 949.753.0500 • Fax 949.753.1252 A� E� CERTIFICATE OF LIABILITY INSURANCf7 DATE (MM/Y) I /201 I 11/16/2010 PRODUCER Lockton Companies, LLC -1 Kansas City 444 W. 47th Street, Suite 900 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Kansas City MO 64112-1906 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (816)960-9000 LIMITS INSURERS AFFORDING COVERAGE NAIC # INSURED BLACK & VEATCH CORP INSURER A: Lexington Insurance Company 19437 INSURER B: XL Insurance Bermuda LTD 1007194 8400 WARD PARKWAY INSURER C: KANSAS CITY MO 64114 Foellmi, Steve INSURER D: INSURER E: THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING NOT APPLICABLE COVERAGES RI A V Ff)1 PJ INSURERISI. AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRIADD'Q LTR INSRDI TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YYYY POLICY EXPIRATION DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE XXXXXXX DAMAGE PREM SESOEaENTEDoccu occurrence) $ XXXXXXX COMMERCIAL GENERAL LIABILITY NOT APPLICABLE MED EXP (Any one person) $ XXXXXXX CLAIMS MADE a OCCUR PERSONAL 8 ADV INJURY $ XXXXXXX GENERAL AGGREGATE $ XXXXXXX PRODUCTS - COMP/OP AGG $ XXXXXXX GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO LOC JECT AUTOMOBILE LIABILITY ANY AUTO NOT APPLICABLE COMBINED SINGLE LIMIT (Ea accident) $ XXXXXXX BODILY INJURY (Per person) $ XXXXXXX ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ XXXXXXX (Per accident) HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ XXXXXXX (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ XXXXXXX OTHER THAN EA ACC $ XXXXXXX ANY AUTO NOT APPLICABLE AUTO ONLY: AGG $ XXXXXXX EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ XXXXXXX OCCUR D CLAIMS MADE NOT APPLICABLE, AGGREGATE $ XXXXXXX $ XXXXXXX UMBRELLA El DEDUCTIBLE FORM $ XXXXXXX $ XXXXXXX RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE NOT APPLICABLE - WC STATU- 0TH_ TORY LIMITS I ER E.L. EACH ACCIDENT $ XXXXXXX OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ XXXXXXX If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT 1 $ XXXXXXX A OTHER 026030198 11/1/2010 1I/l/2011 $1,000,000 EACH CLAIM AND IN B PROFESSIONAL BM00025229EOIOA 11/1/2010 11/1/2011 THE AGGREGATE FOR ALL LIABILITY PROJECTS. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Proposal #900724.0001 CERTIFICATE HOLDER CANCtLLAI IUN 11064528 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Tustin DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Department of Public Works NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 300 Centennial Way IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Tustin CA 92780 REPRESENTATIVES. ACORD 25 (2009/011 0)1988-20WAMRD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD For questions regarding this certificate, contact the number listed In the'Producer' section above and specify the client code'BLAVE01'. ����� �� t A -.F "� � 'r � t! si ,� �'�" � r3 q �7� fit, y P 4 � � �, ,� � nr a �. ,�"� �, r: � �: r �r ,� i �' 3 rL � 'r�i' F rt� 'L :d :S ' q 'i' a .t � _ y .'k*T ., _ f > i #_ 43y-� µr 3 � Y � � } t+ f City of Tustin, California l /,, _JtiPFH)!_iI1k/'IE( " CVTP, INSURANCE REQUIREMENT ACKNOWLEDGMENT Black & Veatch's current projects for a number of prestigious Southern California clients, including the City of Tustin, are testimony that we can and have met rigorous insurance requirements. We find the City's insurance requirements and Certificate of Insurance to be acceptable. We will obtain all required business license(s) as part of this project. Attached is a completed copy of the Letter Agreement for Providing Liability Insurance (Attachment B of the RFP) by our proposed Project Manager, Steve Foellmi. �® CERTIFICATE OF LIABILITY INSURANCE. DATE(MM/DD/YYYY) 1/201 1 11 /16/2010 PRODUCER Lockton Companies, LLC -1 Kansas City 444 W. 47th Street, Suite 900 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Kansas City MO 64112-1906 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. (816)960-9000 POLICY EXPIRATION LIMITS INSURERS AFFORDING COVERAGE NAIC # INSURED BLACK & VEATCH CORP INSURER A: Zurich American Insurance Company 16535 INSURER B: 1058332 8400 WARD PARKWAY KANSAS CITY MO 64114 INSURER C: Foellmi, Steve INSURER D: INSURER E: IS CERTIFICATE OF INSURANCE DOES NOT CONSTITIITE A CONTRACT BETWEEN THE ISSUING COVERAGES BLAVE01 PI INSURERISI, AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D' POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YYYY DATE MM/DD GENERAL LIABILITY EACH OCCURRENCE 1,000,000 DAMAGE TO RENED PREMISES (Ea occurrence) ) $ 300,000 A X COMMERCIAL GENERAL LIABILITY GLO 4641358 11/1/2010 11/l/2011 MED EXP (Any one person) $ 10,000 CLAIMS MADE X� OCCUR PERSONAL & ADV INJURY $ 1,000,000 X CONTRACTUAL GENERAL AGGREGATE $ 2,000,000 X BFPD & C/O & XCU PRODUCTS - COMP/OP AGG $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 A X ANY AUTO BAP 4641355 (AOS) 11/1/2010 11/1/2011 (Ea accident) BODILY INJURY $ XXXXXXX X ALL OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY $ XXXXXXX X HIRED AUTOS X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ XXXXXXX (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ XXXXXXX OTHER THAN EA ACC $ XXXXXXX ANY AUTO NOT APPLICABLE AUTO ONLY: AGG $ XXXXXXX EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ XXXXXXX AGGREGATE $ XXXXXXX OCCUR CLAIMS MADE NOT APPLICABLE $ XXXXXXX UMBRELLA DEDUCTIBLE FORM $ XXXXXXX $ XXXXXXX RETENTION $ WORKERS COMPENSATION X I WC STATU- OTH- TORY LIMITS ER A AND EMPLOYERS' LIABILITY Y / N WC 4641353 (AOS) U/1/2010 11/1/2011 E.L. EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE WC 4641354 (WI & MA) 11/1/2010 11/1/2011 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 OFFICER/MEMBER EXCLUDED? N (Mandatory In NH) E.L. DISEASE - POLICY LIMIT 1 $ 1,000,000 If yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Proposal #900724.0001 Additional Insured status will be provided upon award of contract. 11064523 City of Tustin Department of Public Works 300 Centennial Way Tustin CA 92780 nrnRn ,w; (7nncil/nil SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. (c) 1988-20WAd5RD CORPORATION. All riahts reserved. The ACORD name and logo are registered marks of ACORD For questions regarding this certificate, contact the number listed in the'Producee section above and specify the client code'BLAVEOV. t -" City of Tustin, California I P cL 1iCF,-, CONSULTANT SERVICES AGREEMENT ACKNOWLEDGMENT Black & Veatch has worked with the City of Tustin on several previous projects, and we are confident we will be able to enter into an Agreement for this project. We have executed the City's Consultant Services Agreement (CSA) for past projects and are prepared to execute a new contract with the City for this project using your standard contract forms. As a matter of identification, the contracting entity for our firm is Black & Veatch Corporation. Black & Veatch has reviewed the City's standard CSA that was included in its RFP packet. Upon review, we are confident we can enter into a Contract with the City and our prior project experience is a testament for this We do, however, request the City's consideration of the following edits to its CSA: RFP Section V.I, third to last line from the end, delete "modified or". Rationale/Issue: Our insurer will not agree to such notification. 2. RFP Section V.I, second to last sentence, add "as regards to General Liability and Automobile Coverage" after "Additional Insured". Rationale/Issue: Only these policies can add an Agency as an additional insured. Should any of the above edits concern the City or require further resolution, please contact Steve Foellmi at (949) 753-0500 to discuss.