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07-1002_PSOMAS_Personal Services AgreementC] PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this 2nd day of October 2007, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and PSOMAS (hereinafter referred to as "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's request for proposal to provide Civil Engineering Design and Construction Support Services for the High West Side Pipeline, Recycled Water Pipelines and Recycled Water Pressure Reducing Valve Projects; and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit 'A" attached and incorporated herein by reference. Consultant warrants that all of its services shall be performed in a competent, professional and satisfactory manner and in accordance with the prevalent standards of its profession. Section 2. Tenn. This Agreement shall commence on the effective date of this Agreement and services required hereunder shall be completed by no later than December 31, 2008. Section 3. Compensation. 3.1 Amount. Total compensation for the scope of services for this Project shall not exceed Four Hundred Thirty-one Thousand Nine Hundred and Fifteen Dollars ($431,915), as set forth in Exhibit 'A" attached and incorporated herein by reference. 3.2 Rate Schedule. The services shall be billed to the City at the hourly rate set forth in Exhibit "A," attached and incorporated herein by reference. Included within the compensation are all the Consultant's ordinary office and overhead expenses incurred by it, its agents and employees, including meetings with the City representatives and incidental costs to perform the stipulated services. Submittals shall be in accordance with Consultant's proposal. Not withstanding the hourly rates, all services and completion of all construction shall be done for an amount not to exceed that sum specified in Section 3.1 herein. 3.3 Method of Payment. Consultant shall submit monthly invoices based on total services which have been satisfactorily completed and specifying a percentage of projected completion for approval by the City. The City will pay monthly progress payments based on approved invoices in accordance with this Section. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. 3.4 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. `a Section 6. Chanues to Scope of Work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the proposed construction site, including the location of all utilities, and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the contract period, Consultant shall have delivered to City at least one (1) copy of any final reports and architectural drawings containing Consultant's findings, conclusions, and recommendations with any support documentation. All reports submitted to the City shall be in reproducible format. All services to be rendered hereunder shall be subject to the direction and approval of the City. 3 0 0 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. The City's reuse of such materials on a project other than the High West Side Pipeline Replacement Project shall be at the City's sole risk. Section 13. Indemnity. Consultant agrees to protect, defend and hold harmless City, its elected and appointed officials and employees from any and all claims, liabilities, expenses ordamages of any nature, including attorneys' fees, for injury or death of any person or damage to property or interference with use of property and for errors and omissions committed by Consultant arising out of or in connection with the work, operation or activities of Consultant, its agents, employees and subcontractors in carrying out its obligations under this Agreement. Section 14. Insurance. Insurance required herein shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. 14.2 Comprehensive Automobile Liability. M 9 0 Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement to the Consultant's general liability and umbrella liability policies using ISO form CG 20 10 11 85 (in no event with an edition date later than 1990) to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City=s General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. 5 0 0 Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to the other party In addition, this Agreement may be terminated for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Director of Administrative Services To Consultant: PSOMAS 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 Attention: Michael D. Swan Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. 2 0 9 Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. APPROVED AS TO FORM: John F. Shaw, City Attorney CITY OF SAN 0 CAPISTRANO PSOM S sy: 7 Proposal to Provide Engineering Services for the West Side Pipeline Replacement Project September 13, 2007 elm NV Ilk and t.), City of San Juan Capistrano PSOMAS W4y September 13, 2007 Mr. Eric Bauman Water Engineering Manager CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Proposal to Provide Engineering Services for the High West Side Pipeline Replacement Project Dear Mr. Bauman: Psomas offers an expert team of professionals with extensive experience in the areas of water resources planning studies, water infrastructure engineering, construction management and inspection, environmental compliance, surveying, mapping and GIS/IT. Our project managers and key team members have recent, relevant project experience on just the type of design project that the City has referenced in its RFP. We have walked the alignment and studied the existing plans prepared by RBF and have some interesting suggestions both on innovative construction techniques and on how to expedite the design to meet the City's tight time schedule. We understand that there are paving projects driving this schedule and have, therefore, developed a two design team concept with myself managing both teams of technical experts. There are enough separate design segments and project elements to divide this work up and complete it more quickly, while maintaining quality control and project continuity. This is evidenced by the depth of experience shown for the individuals in our Project Team Section. As can be seen from our organizational chart, Psomas offers all of the services required (and some optional services that the City may desire such as environmental), with the exception of geotechnical engineering. For that service, we have included on our team Ninyo & Moore, a firm with San Juan Capistrano experience and a firm with which we have a long and successful history of collaboration on projects such as these. Innovative, cost-saving solutions that will be further investigated in the Preliminary Design phase of the project and discussed with City staff include pipe bursting for many of the segments where we are replacing a 10 -inch ACP pipeline with a 12 -inch line. This would avoid costly micro -tunneling along the existing pipeline and/or the potential for property owner complaints due to damage caused from conventional trenching methods. 3187 Ped Hill Avenue Suite 250 Costa Mesa, CA 92626 714.751.7373 714.545.8683 Fax w ..psomas.= PSOMAS Mr. Eric Bauman September 13, 2007 Page 2 Psomas' long history of involvement in public works projects has allowed our engineering professionals to build strong and valuable relationships with public agency staff. Psomas has many active public agency contracts and has a proven track record of managing teams to provide services similar to those described in the City's RFP. While we are willing to sign the City's agreement as we have in the past, we would nevertheless appreciate the City's consideration in modifying the indemnification provisions to bring them into compliance with recent changes in the State Indemnity Statute (AB 573) which took effect on January 1, 2007. This Proposal will remain valid for 90 days from the date of submission. I will be the point of contact for this proposal. You may reach me at (714) 481-7979 or on my cell at (949) 683-5812. Please do not hesitate to contact me should you have any questions about this proposal or our services. Respectfully submitted, PSOMAS zbozw Michael D. Swan, PE Vice President Senior Project Manager September 13, 2007 Mr. Eric Bauman Water Engineering Manager CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Proposal to Provide Engineering Services for the High West Side Pipeline Replacement Project — Fee Breakdown Dear Mr. Bauman: Our fee breakdown is shown on the attached spreadsheet consistent with the City's Scope in the RFP and supplemented in the Scope section included in our proposal. We would point out that the decision to not utilize RBF's plans (other than for the preliminary alignment corridor that we will obviously have to confirm is still valid and for reference), may make our estimated cost higher than some of the competition. The reasons for this decision are discussed in our proposal. However, we would be open to discussions with City staff if they feel that the plans are more beneficial than we have assumed based on our limited review of only the hard copy of the plans in the City's offices. It is always difficult taking on another firm's project and completing it, especially without detailed review of the electronic files and survey data that is beyond what could be done in preparing this proposal. We would be open to reviewing all of RBF's data in detail, if selected, and then could re-evaluate our fee estimate in light of this detailed review, potentially reducing our proposed level of effort and proposed fee. However, in the meantime, we would propose to commence utility research and some of the survey work, since we would not have the luxury of delaying the project as there is only four months allotted for the entire design period. We look forward to working with the City on this major pipeline design project and continuing our excellent working relationship with City staff. Please do not hesitate to contact me should you have any questions. Respectfully submitted, P OMAS AJI--� Michael D. Swan, PE Vice President Senior Project Manager 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 02626 714.751.7373 714.545.8683 Fax vmay.psomasmm 0 « I } City of San Juan Capistrano* 9 ; i Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project PSOMAS 41 Table of Contents Project Approach and Scope of Services Team Qualifications and Experience Company Overview Relevant Project Experience Project Team Organizational Chart PsomasTeam Resumes Schedule City of San loan Capistrzno 93 Proposal to Provide Engineering Services For the High Wert Side Pipeline Replacement Project P ect Approach and, Scope of Services Project Approach and Scope of Services The Scope of Work presented in the RFP as Exhibit A is well written and very complete. We accept and will follow the RFP Scope and, therefore, will not repeat it here. We will only highlight important points and summarize work activities along with our approach to accomplishing some of the important elements of work on the City's project. Task 1 — General Administration Meetings and Presentations Task 1 will be performed in accordance with the RFP Exhibit A and will generally consist of the following: • Conduct kickoff meeting with CSJC staff and Project Team • Prepare and submit minutes of the kickoff meeting and any subsequent project meetings • Prepare a work plan for the preliminary design and final design phases • Coordinate the work plan with CSJC staff, collecting and reviewing any available plans, specifications, reports and other data applicable to the project • Meet periodically with CSJC staff for infomtal progress reviews and also with utility and governmental agencies and affected residents and business owners • Submit monthly progress reports It is assumed that CEQA documentation, since not included in the RFP, will be undertaken by the City, but if necessary, Psomas can provide assistance or can prepare CEQA documentation in the form of a Mitigated Negative Declaration (MND). We will prepare a project description in the preliminary design phase that can be used by the City, or as an option, by Psomas environmental personnel. If necessary, the details of this can be negotiated and worked out in the initial work plan at an additional fee. Task 2 — Preliminary Design Task 2 will be performed in accordance with the RFP Exhibit A. A draft preliminary design report (PDR) will be submitted to CSJC staff for review and approval along with a work plan for the final design. The PDR will include those items listed in Exhibit A of the RFP. Our staff will review the PDR with CSJC staff, respond to any comments, and revise the document as necessary. The approved PDR will then be used as the basis for the final design of the project. Major issues to be addressed in the PDR will be: • Updating the utility research on the portion of the project previously designed by RBF to ensure that the alignment corridor chosen is still the most appropriate location. • Analyzing and addressing the non -typical construction outside of street rights-of-way to develop the optimum alignment and construction techniques, taking into account ease of construction, cost and disruption to residents. Trenchless technologies would appear to be the most appropriate methods for portions of sites #5 and #8 using a combination of standard construction, microtunneling or jack and bore, and pipe bursting. We would propose to conduct meetings with the affected residents in these two areas so that when the project goes to construction there are no issues. We would also propose to keep these residents up to date via letters on the proposed schedule for construction on a regular basis following agreement on the alignment and construction methods in the PDR in order to avoid problems when the project does go to construction. • Developing the preferred layout and location for the pressure reducing station (site #13) will be addressed PSOMAS Project Approach and Scope of Services - 4 City of San Juan Capistrano Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Approach and Scope of Services Early communication and coordination with City of Dana Point staff will be important for the southerly 1,800 linear feet of the Del Obispo pipeline replacement since that portion is in Dana Point's right-of-way. Psomas provides on-call engineering services to that city and has contacts throughout various city departments; in fact, Psomas designed the recent pavement rehabilitation project for that portion of roadway. Based on that knowledge, we will have a leg up on identification of utilities in that portion of roadway. However, based on conversation with Matt Sinacori, there is still another three years of "moratorium" on working in the section of Del Obispo south of Blue Fin, since it was paved about two years ago. If this can not be negotiated or an alternate developed, then that reach may have to be deferred. Construction issues to be addressed on site #15 along Junipero Serra need carefiil attention in the PDR as well as final design. This reach will likely require that at least a good portion of the work under Interstate 5 and in front of the Caltrans ramps be done at night A good portion of this roadway section is fairly narrow considering the amount of traffic and different taming movements that need to be accommodated. We understand that the City desires to put the responsibility of preparing traffic control plans on the contractor, but we would at least like to discuss this with City staff prior to moving on to final design. Since Caltrans will require a traffic control plan prior to issuing an encroachment permit on this alignment, it may be desirable to include traffic control plans and then start processing the permit with Caltrans prior to going to bid. We have not included this in our scope of services but could easily add this item since we have the capability and experience to accomplish these services in-house. Another concern along this alignment will be the frontage along the new Junipem Serra High School; this section should probably be scheduled for construction during summer months, or night time, when school is not in session. The appropriate combination of the 15 elements of this project for bidding purposes will be addressed at the PDR stage. If necessary, we can prepare separate bid schedules so that the work can be divided and constructed in phases, as appropriate. This is in contrast to the Scope included in the RFP; on page 6 of 15, Item 5.3 that states "The final design drawings shall be prepared such that each project element may be bid as separate bid items." It seems that a more logical combination of project elements (rather than 15 separate elements) would be appropriate in order to combine related elements of work (i.e. #5, #8 and #9) and to gain economies of scale. Task 3 — Survey and Right -of -Way Psomas will provide those services indicated in Exhibit A of the RFP, including the following: • Detailed research of cadastral records prior to survey • Field surveying including: ► horizontal and vertical control ► aerial control and monuments ► calculation of recorded centerlines ► field survey for establishment of street centerline, right-of-way, and key boundaries ► flying ► scanning ► topographic mapping ► aero triangulation ► QA/QC of photogrammetrics and mapping / field survey surface visible utilities and dip manholes, where needed / detailed utility search within right-of-way area and survey support for any required utility pothole investigations (assumes two days of field survey) / preparation, submittal and filing of necessary easement documents for agreed upon final alignments. We have assumed that permanent and temporary construction easements will be needed for sites #5, #8 and #13. PSOMAS Prosed Approach and Scope of Services - 5 x City of San Juan Capistano B 99 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Ptect Approach and: Scop,e of Services We have elected to fly and prepare new topography on the entirety of the 14 sites (exclusive of #9) rather than use the topography flown by RBF in year 2000. This is due to the following: (1) the plane will be up in the air anyway to fly the additional sites that were not included in the year 2000 flight; (2) the new flight will reflect current conditions so that disputes as to the accuracy of the plans will not arise during construction; (3) all alignments will be using the same control points; and (4) the plans will be consistent in their look and format. It is assumed that the actual digging of any utility potholes will be performed by CSJC or their on-call potholing contractor. We have taken this approach as it worked successfully on the previous Rancho Viejo Road project we recently completed and will be less expensive than us having to use and mark-up a subcontractor. If required to complete final design and after all utility research, we will identify any utilities that should be potholed by the City or their potholing contractor. Psomas survey crews will then conduct field surveys to tie in all potholed utilities so that they can be accurately represented on the plans. The precise layout of the easements required will be developed in the preliminary and final designs and any temporary easements will be dependent on the method of construction recommended (i.e., standard trenching versus trenchless technology, etc.). Any necessary title reports and/or vesting deeds are assumed to be provided by the City for properties that require an easement. Task 4 — Geotechnical Investigations In accordance with the RFP, geotechnical investigations will be conducted at appropriate intervals along the various pipeline alignments. We will evaluate existing geotechnical data and information available for the selected pipeline alignment during development of the PDR. We will present our finding to CSJC and determine the final extent of geotechnical services that might be required. For the purposes of developing a fee estimate based on our preliminary evaluation of the project, we have generated the following proposed number of borings using appropriate spacing along the various alignments: • Site 1 - 9 borings • Site 2 - 1 boring • Site 3 - no borings • Sites 4 & 5 - 1 boring each • Site 6 - no borings • Sites 7 & 8 -1 boring each • Site 9 - no borings (abandonment only) • Site 10 - 2 borings • Sites 11 & 12 - no borings • Site 13 - 1 deep boring (Pressure Reducing Station) • Sites 14 & 15 - 3 borings combined. This totals 20 borings and is what our fee is based upon. However, if after our initial data search and during the preliminary design stage, it is believed that some of these borings are not necessary, we would be amenable to developing an amended scope with a commensary lower fee. Based on our understanding of the project, we have prepared the following scope of services for the geotechnical evaluation. Our proposed scope of services will include the following: PSOMAS Project Approach and Scope of Services - 6 �, e6itCity of San Juan Capistrano Pro�.ectAppr�oach and ProposaltoProvide Engineering ServicesFor the High West Side Pipeline Replacement Project Scope of Services • Project coordination and planning, including permit acquisition and scheduling the subsurface exploration. • Review of readily available background materials, including published geologic and seismic hazards maps, published literature, in-house information, stereoscopic aerial photographs, and reports and/or plans provided by the client. The seismic and geologic conditions affecting the area will be evaluated for their potential impacts on the proposed construction. • Performance of site reconnaissance to locate proposed borings for utility clearance and coordination with Underground Services Alert for underground utility location. • Providing limited traffic control, including lane closures, in general accordance with the W.A.T.C.H. manual. • Performance of a subsurface evaluation consisting of drilling, sampling, and logging of 19 small -diameter exploratory borings up to a depth of approximately 20 feet below the existing ground surface, or refusal. Two of these borings for site #5 and #8 will have limited access. The borings will be drilled with a truck -mounted drill rig using hollow -stem augers. The purpose of our borings will be to observe the subsurface soil and groundwater conditions along the alignment, and to collect samples for laboratory testing. The borings will be backfilled with the excavated soil and capped with concrete. The one deep boring for Site #13 (the Pressure Reducing Station) will be to a depth of approximately 50 feet below ground surface. • Performance of laboratory testing on selected, representative soil samples. Laboratory tests will include evaluation of in-situ moisture content and dry density, gradation, Atterberg limits, shear strength, sand equivalent, and soil corrosivity. • Compilation of data and analyze the information obtained from our background review, subsurface evaluation, and laboratory testing. Our geotechnical analyses and recommendations will include excavatability and compaction requirements of the on-site soils, temporary stability of the trench excavations, shoring pressures, modulus of soil reaction, pipe bedding guidelines, and corrosion potential of the on-site soils. • Prepare a geotechnical report presenting our findings, conclusions, and recommendations for design and construction of the proposed water lines and Pressure Reducing Station. The following assumptions have been used in preparation of the geotechnical portion of this scope of services: • There will be limited traffic control required for the drilling. Lane closures to perform the borings will be marked out with road signs and traffic cones. • Access to the site for subsurface exploration will be provided, and the site is accessible to truck -mounted drilling equipment. • Pemrits to drill along the alignment will be provided at no cost to Ninyo & Moore or Psomas. • Our geotechnical evaluation will not include any sampling, testing, or chemical analysis of hazardous materials, should they be encountered during geotechnical drilling at the site. These services can be provided, if wan -anted and if requested, as an additional scope of work, Task 5 — Final Design J ' Final design will consist of those tasks indicated in the RFP Exhibit A. We will prepare o preliminary and final construction plans, specifications, and opinions of probable ��\ ^ construction costs. At this time we anticipate the final contract plans will include the 37 drawings as detailed below: �l n 1yx • Title sheet, project vicinity map and general notes —one (1) sheet V I \ J • Location/Index Sheets—two (2) sheets • Notes-one(1)sheet P S O M A S Project Approach and Scope of Services - 7 City of San Juan Capistrano Y 'a 'tl 9j Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project PiRoject Approach and Scope of Services • Pipeline plan and profile (V = 40' horizontal; V= 4' vertical) — 24 sheets • Pressure Reducing Station on Rancho Viejo Road including two pipeline connection details and electrical - two (2) sheets • Details of Connections at nine locations along Del Obispo including Sites #2, #3, #6, #7, and #11 (five (5) separate connection locations) - two (2) sheets • Details of Connections (5 separate connections) at sites #5, #8, # 12 (2), and # 14 including abandonment details for Site # 9 — one (1) sheet • Soil boring logs - four (4) sheets. Soil boring locations will be included on the appropriate plan sheets and the complete Geotechnical Report can be included as an appendix to the Specifications or just referenced as being available at the City's office for inspection by prospective bidders, as appropriate. No traffic control plans will be prepared (unless added as an addendum) as this will be the responsibility of the construction Contractor. Four (4) sets of drawings and specifications will be submitted to CSJC for their review. at the 75 percent and 90 percent stages of completion, including an opinion of probable construction cost with each submittal. We will incorporate CSJC's comments into the design documents. We anticipate that there would be one (1) meeting following each review by City staff during the final design phase. These meetings will be documented with appropriate meeting minutes. Construction drawings will be prepared using AutoCAD in accordance with CSJC PWD Digital Submission Standards and specifications in Microsoft Word. An electronic copy of the AutoCAD files will be submitted to CSJC, also in accordance with PWD Digital Submission Standards. Copies of all geotechnical reports and structural calculations will also be provided. Task 6 — Permits Psomas will identify applicable pemvts as necessary for construction of the proposed project. Permit costs will be paid by CSJC. Task 7 & 8 — Bidding & Construction Support Psomas will provide the services described in detail in the City's Scope included in the RFP with the exception that we will also include attendance at one (1) pre -construction meeting at the beginning of Task 8, which seemed to be missing in the City's Scope. Task 8.1 in the City's Scope calls for providing a resident engineer on a full- or part-time basis, as required. Psomas has assumed a standard level of engineering support based on an assumed six-month construction schedule and not a full-time resident engineer. Since this item could be interpreted differently and is highly dependent on the quality of the contractor, the length of construction, and the level of support, we would reserve the right to request additional authorization should the work effort involved in Task 8 differ substantially from that included in our fee estimate. We have assumed a typical level of support similar to that provided on the recently completed Rancho Viejo Road project with the exception that we will review and adjust progress pay requests with the assistance of the City's resident inspector, as requested in the RFP. However, we have not included attendance at regular weekly construction meetings, but could for an additional fee. PSOMAS project Approach and Scope of Services - 8 Proof San JuanGpincrano0 learn Qualifications Proposal to Provide Engineering Services `�' 1 P } Forthe High West Side Pipeline Replacement Project and Experience Corporate Profile Psomas is a leading consulting engineering firm specializing in the water, transportation, and land development markets. Ranked as one of ENR's Top 100 Engineering Firms in the U.S., we offer civil engineering, land surveying, planning and entitlements, program/construction management, natural resources, GIS consulting, and Special District Financing services to the public and private sector. The cornerstone of our business approach is to focus on our clients' long-term needs and guide our strategic growth to meet those needs. Our core strength is our multi -discipline teams of experts. Psomas' top-notch staff produces award-winning projects for our clients through innovation, creativity and cutting-edge technical expertise. Founded in 1946 by George Psomas, Psomas has grown into a full-service consulting firm of more than 850 employees with offices throughout California, Arizona, Nevada, Utah, Colorado, and Mexico. Through the recent acquisition of Daniel Boyle Engineering, Psomas now has additional staff with relevant experience in close proximity to the City of San Juan Capistrano with offices. Subconsultant N1J71/0'S,*QUre Ninyo & Moore, a California Corporation, is a 100 percent minority-owned, multidisciplinary consulting firm that provides high-quality geotechnical and environmental consulting services. The firm was incorporated in 1986 to provide high-quality consulting services in geotechnical engineering, construction inspection and testing, engineering geology, hydrogeology, hazardous waste remediation and environmental assessment. Ninyo & Moore serves its clients through offices in Irvine, Ontario, Los Angeles, San Diego, and Oakland, California; Las Vegas, Nevada; Salt Lake City, Utah; and Phoenix, Arizona. With over 320 employees, the staff of professionals includes experienced and registered geotechnical engineers, civil engineers, environmental engineers, engineering geologists, hydrogeologists, environmental scientists, certified technicians and field inspectors, and hazardous waste and regulatory compliance specialists. The experience of Ninyo & Moore's geotechnical staff encompasses projects throughout the southwestern United States including transmission water mains, pipelines, sewers, pump stations, reservoirs, treatment plants, bridges, roads, highways, recreational educational, power plants, soundwalls, dams, waste -to -energy facilities, tanks, maintenance, and medical facilities, municipal and commercial structures, tunnels, transmission towers, harbors and offshore structures, railroads, airports, low- and high-rise structures, landfills, and other public and private works. P S 0 M A'S Team Qualifications and Experience - 9 City of San Juan Capistrano• Team QualificationsB 9 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project and Experience Mission Trail Transmission Main Replacement Project Lake Elsinore, CA Client Psomas was retained by the Elsinore Valley Municipal Water District to design ELSINORE VALLEY approximately 7,000 lineal feet of 24 -inch diameter ductile iron transmission main MUNICIPAL WATER to replace a PVC pipeline which had failed in numerous places. The project which DISTRICT is currently about 90% complete involved evaluation of alternative alignments along 31315 Chaney Street Mission Trail, a heavily traveled highway located within two jurisdictions, the City of Lake Elsinore, CA 92531 Lake Elsinore and unincorporated areas of Riverside County. Following extensive utility research and coordination, a recommendation was made to remove the existing PVC Contact pipeline and install a new ductile iron pipeline along the same alignment. Phil Miller, Director of Engineering Given that this was a replacement project, special attention was provided to salvaging Joe Mouawad, Senior Engineer and re -using over 40 valves ranging in size from 12 inches to 24 inches in diameter. Ryan Huston, Project Manager Further cost reductions were also realized through the re -use of existingductile iron pipe (95 1) 674-3146 undercrossings. Project Dates 2006-2007 Client CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Contact Joe Mankawich (949) 487-4313 Other project tasks included preparation of aerial topographic mapping and base sheets, preparation of a geotechnical report, which also included design criteria for a proposed future 33 -inch diameter trunk sewer, miscellaneous potholing along the alignment, preparation of a CEQA Notice of Exemption and applications for all required construction permits. The contract documents included project specifications, plan and profile sheets, connection drawings, detail drawings and traffic control plans. Prior to advertising the project for construction, a community meeting will be held at which comments will be gathered and incorporated in the final plans as appropriate. Psomas will also provide professional services during the project bid phase including attendance at the pre-bid meeting, miscellaneous technical support, preparation of addendum as needed, attendance at the bid opening and recommendation of award consideration. Rancho Viejo Road Recycled Water Pipeline San Juan Capistrano, CA The City of San Juan Capistrano is expanding its recycled water supply and selected Psomas to design this important, initial element of their system. The project involved a connection to Moulton Niguel Water District's recycled water system at Via Escolar, a metering vault and approximately 7,400 linear feet of 12 -inch C-905 PVC in Rancho Viejo Road. As this supply line is extended further south in the future, the plan is to feed recycled water in the opposite direction from the SOCRA wastewater reclamation plant. Psomas also designed an additional 1,700 linear feet of 16 -inch C-905 domestic water line parallel to a portion of the recycled water line to beef up the domestic water system in the area. Psomas was responsible for design survey, preparation of a preliminary design report, final design (PS & E), environmental documentation, permit assistance and bidding and construction support services and supervised structural, geotechnical and electrical subconsultants on the project. The connection to MNWD's supply and the metering vault were designed to that district's standards and MNWD's approval was obtained and the remainder of the project was designed to City standards. The metering facility involved a below -ground, 12'x 6' pre- cast vault complete with meter, pressure sustaining valve, shut-off valves, sump pump and ventilation system. The project also involved hanging of a 220 -foot portion of the pipeline on the existing Trabuco Creek Bridge, including structural and permitting services. P S 0 M A S Team Qualifications and Experience - 10 r City of San Juan Capistrano ( 8 �'iB Proposal to Provide Engineering Services �� For the High West Side Pipeline Replacement Prolec[ earn: Qualifications and Experience The recharge area improvements included a preliminary grading analysis; then, preparation of plans and specifications to construct six basins with a capacity of approximately 13 acre-feet each within a wide area of the San Jacinto River where percolation rates were demonstrated to be advantageous. A low -flow by-pass channel was also designed to divert storm flow to the other side of the riverbed. These grading improvements involved over 46,000 cubic yards of total earthwork. To deliver the water to the basins, a manifold piping system was designed, consisting of over 3,000 linear feet of 24- to 46 -inch CMLC piping including two 150 -foot jacked casings under the existing Army Corps of Engineers' levee, two control valves and meters, and two inlet structures in the basins. Extraction wells including appurtenant piping improvements to deliver this water to the District's existing distribution system were the final elements of the project. Approximately 3,000 linear feet of 16- to 24 -inch transmission pipeline improvements were designed to effectively integrate these three new sources of water supply into the system. The three extraction wells were designed to depths of 1,550 feet and equipped with 400 hp, deep -well, vertical turbine pumps and motors (two electric- and one natural gas -driven) and other appurtenant site work, piping, valving, metering, disinfection, and control facilities. In addition to the extraction wells, three monitoring wells were also designed to comply with regulatory requirements, enabling the District to monitor water quality and groundwater levels. One of these monitoring wells was designed to a depth of 800 feet and equipped with four separate casings, while the other two were shallow, single - eased wells to a depth of 70 feet. Psomas accomplished all topographic mapping and survey services involved in this multi -disciplined project, as well as prepared legal descriptions for acquisition of the necessary properties by EMWD. Assistance was provided to the District with relation to obtaining permits from the Riverside County Flood Control and Water Conservation District, USACOE, US Fish and Wildlife Service, and the California Department of Health Services. PSOMAS Team Qualifications and Experience - I I San Jacinto Recharge and Pipeline Project Design San Jacinto, CA Client Psomas was retained by Eastern Municipal Water District (EMWD) to prepare plans and EASTERN MUNICIPAL specifications for a multi -faceted project including pipeline design. The project consisted WATER DISTRICT of three primary elements to deliver untreated State Project Water to the San Jacinto River 27270Trumble Road area, to recharge this water into the local aquifer, and to extract the water for use during Perris. CA 92572 peak demand periods, as well as during drought periods. Contact The delivery system consisted of improvements to two pump stations to increase the Ralph Phraner capacity of the existing delivery system to the recharge area. At the Warren Road Pump (951) 928-3777 Station, a small electric driven pump was replaced with a 350 -hp pump and natural gas engine, and a new 300 -hp pump was added to the Commonwealth Pump Station. These pump station improvements included all necessary appurtenant electrical, piping, metering, and instrumentation improvements. The recharge area improvements included a preliminary grading analysis; then, preparation of plans and specifications to construct six basins with a capacity of approximately 13 acre-feet each within a wide area of the San Jacinto River where percolation rates were demonstrated to be advantageous. A low -flow by-pass channel was also designed to divert storm flow to the other side of the riverbed. These grading improvements involved over 46,000 cubic yards of total earthwork. To deliver the water to the basins, a manifold piping system was designed, consisting of over 3,000 linear feet of 24- to 46 -inch CMLC piping including two 150 -foot jacked casings under the existing Army Corps of Engineers' levee, two control valves and meters, and two inlet structures in the basins. Extraction wells including appurtenant piping improvements to deliver this water to the District's existing distribution system were the final elements of the project. Approximately 3,000 linear feet of 16- to 24 -inch transmission pipeline improvements were designed to effectively integrate these three new sources of water supply into the system. The three extraction wells were designed to depths of 1,550 feet and equipped with 400 hp, deep -well, vertical turbine pumps and motors (two electric- and one natural gas -driven) and other appurtenant site work, piping, valving, metering, disinfection, and control facilities. In addition to the extraction wells, three monitoring wells were also designed to comply with regulatory requirements, enabling the District to monitor water quality and groundwater levels. One of these monitoring wells was designed to a depth of 800 feet and equipped with four separate casings, while the other two were shallow, single - eased wells to a depth of 70 feet. Psomas accomplished all topographic mapping and survey services involved in this multi -disciplined project, as well as prepared legal descriptions for acquisition of the necessary properties by EMWD. Assistance was provided to the District with relation to obtaining permits from the Riverside County Flood Control and Water Conservation District, USACOE, US Fish and Wildlife Service, and the California Department of Health Services. PSOMAS Team Qualifications and Experience - I I City of San Juan Capistrano• Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Client WEST BASIN MUNICIPAL WATER DISTRICT 17140 S.Avalon Blvd. Carson, CA 97046 Contact Paul Cook (with WBMWD during project) (949) 453-5300 team Quatif,cations an -d Experience Reverse Osmosis Water Off -Site Piping Carson, CA Psomas was retained to provide preliminary engineering design, prepare construction plans and specifications, and provide construction services for two parallel 16 -inch, 9,200 - foot -long pipelines in El Segundo Boulevard. The pipelines carry reverse osmosis product water from the District's plant to a major oil refinery. Issues that had to be addressed included pipeline material selection to mitigate corrosion concerns, construction methods to minimize traffic congestion, project scheduling, and coordination with a myriad of agencies including Caltrans. MCAS Tustin Pipeline Plan Tustin, CA Client The Federal Government closed the 1,600 -acre CITY OF TUSTIN Tustin Marine Corps Air Station (MCAS). The Engineering Department City of Tustin is using the federal funds to build 300 Centennial Way the infrastructure for future development, including Tustin, CA 92680 streets and utilities. The site will be developed in phases. Psomas worked on the westerly phase. Contact Dana Kasdan, Engineering Services Manager (714) 573-3171 Client SANTA MARGARITA WATER DISTRICT 261 1 1 Antonio Parkway Rancho Santa Margarita, CA 92688 i 1 Contact Dan Ferons Chief Engineer i (949) 459-6590 Psomas, as a subconsultant to Boyle Engineering, provided the design of water, reclaimed water, and sewer mains for this project. Demolition plans, the coordination of demolition of utilities, and the installation of buildings with new infrastructure were also provided. The design included approximately 9,530 linear feet of 8- to 18 -inch PVC and DIP water mains, approximately 8,350 linear feet of 6- to 16 -inch PVC and DIP reclaimed water mains, and approximately 1,120linear feet of 8- to 27 -inch VCP sewer collector and trunk mains. Utility investigation was a major consideration during design, given the history of the base and the number of underground utilities on the base. This project had special considerations including a tight schedule, working with existing site conditions (including utilities), and performing the land surveying while the base was still is operation. South Bend Road Pipeline Rancho Santa Margarita, CA Psomas was retained to design and prepare construction drawings and contract documents for a domestic water transmission main, a non-domestic water transmission main, a trunk sewer, and a sewer force main in South Bend Road within Coto de Caza. The project included 5,100 linear feet of 10 -inch sewer force main; 4,300 linear feet of 12 -inch PVC domestic water main; 4,300 linear feet of 12 -inch CML&C non-domestic water main; and 1,700 linear feet of 15- and 12 -inch gravity trunk sewer. Psomas also provided construction engineering services including shop drawing reviews and construction staking. PSOMAS Team Qualifications and Experience — 12 City oSan Juan Capistrano P*ream- a• 99 Proposs al to Provide Engineering Services Qualifications For the High West Side Pipeline Replacement Project and Experience Fullerton College Fire Water System Improvements Fullerton, CA Client The North Orange County Community College District retained Psomas to prepare a NORTH ORANGE COUNTY master plan to upgrade the campus -wide fire water system for Fullerton College and to COMMUNITY COLLEGE design the recommended improvements. These improvements were needed to serve DISTRICT proposed new buildings and upgrade service to existing campus structures. Some off-site 1830-B West Romneya Dc improvements to the City of Fullerton's water system were also recommended as well as Anaheim, CA 92801 new services from the City system, Contact Psomas prepared a computer model of the existing fire water system and determined Harold Abein necessary facility improvements to attain required fire hydrant and fire sprinkler flow to (714) 578-8421 all campus facilities. The recommended system improvements were then designed and 31592 West Street are currently being reviewed by campus, City of Fullerton, and Department of the State Laguna Beach, CA 92651 Architect staff for approval before being constructed. Approval of the master fire water Contact plan and fire access plan was also obtained from the City of Fullerton Fire Department. Michael Dunbar, PE Improvements consisted of 900 linear feet of 12 -inch, 1,500 linear feet of 10 -inch and (949) 499-4555 4,400 linear feet of 8 -inch diameter water lines including valves, fire hydrants and appurtenant facilities. Recycled Water Distribution System Project Date Escondido, CA 2002 reducing station was located below ground in pre- Client DBE Psomas prepared the plans and specifications for approximately 46,000 linear feet CITY OF ESCONDIDO of 4 -inch, 6 -inch, 8 -inch, and 16 -inch diameter recycled water pipelines and one pressure 201 North Broadway reducing station. This project included approximately 108,000 linear feet of recycled Escondido, CA 92025-2798 water transmission mains with sizes ranging up to 24 inches in diameter with construction taking place in existing city streets. The project included 50,000 feet designed as mortar - Contact lined coated steel pipe and smaller diameter pipelines designed as DIP and PVC. Neil Greenwood (760) 839-4292 Beach Road Waterline and Pressure Reducing Station Dana Point, CA Client DBE Psomas prepared the preliminary design SOUTH COAST WATER report, plans and specifications for the construction DISTRICT of 300 Lf. of 12 -inch DIP, restrained joint water 31592 West Street main. This pipeline connected the District's high Laguna Beach, CA 92651 pressure Water Importation 27 -inch pipeline to Contact a 6 -inch distribution main in Beach Road and Michael Dunbar, PE included jacking and boring of a 24 -inch steel casing (949) 499-4555 beneath Metrolink railroad right-of-way, design of a pressure reducing and pressure relief valve structure, geotechnical investigation, permit processing with Metrolink and the City of Dana Point. The pressure reducing station was located below ground in pre- cast vault with traffic cover. PSOMAS Team Qualifications and Experience - 13 San z - City of alto Provide Enreno• leam Qualifications � 93 Proposal to Provide Engineering Services Y For the High West Side Pipeline Replacement Project and Experience Los Penasquitos Reclaimed Water Pipeline San Diego, CA Client Psomas was retained to provide the engineering and design for the installation of CITY OF SAN DIEGO approximately 9,000 feet of 24 -inch reclaimed water pipeline between the Canyonside Water Department - CIP Reclaimed Water Pump Station (also designed by Psomas) located in the Canyonside Park, Program Management through the park and Los Pefiasquitos Canyon to a future pipeline connection located Division approximately 1,500 feet north of Park Village Drive along Camino Del Sur. Design is in 600 B Street, Suite 700 accordance with the Water Department CIP Guidelines and Standards. San Diego, CA 92101 The EIR approved the pipeline alignment through the park and preserve under the Contact condition that the pipeline would only disturb a 30 -foot wide corridor. George Freiha Associate Civil Engineer The current conditions of this alignment include paved park access roads, unpaved access (619) 533-7449 roads, City designated trails, natural vegetation, and City streets. The supplemental surveying services include obtaining title reports; providing easement documentation; providing plats and legal descriptions; preparation of temporary construction easements; and preparation of permanent easements. Design will include assessing the recommended alignment and determining whether any revisions to the alignment are necessary to keep the project within budget and on schedule to mitigate environmental issues and to accommodate other design considerations, such as construction phasing and community concerns. Also, for crossing the wetlands, evaluation will be provided for tunneling versus open cut construction methods. Planning Area 6 Zone 4 and Zone C Reservoirs, Zone 4/6 BPS and Zone C/D BPS Irvine, CA Client/Contact DBE Psomas prepared the preliminary design report, plans and specifications for a 3.5 IRVINE RANCH WATER MG domestic water and a 2.2 MG recycled water partially buried pre -stressed concrete DISTRICT tank, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD 15600 Sand Canyon Avenue pumps each, reservoir management chlorination system, grading and site improvements, Irvine. CA 92618 access road, 1,000 LF of 20 -inch domestic water pipeline, 1,000 LF of 24 -inch recycled Steve Malloy, PE water pipeline, I ,000 LF of 24 -inch storm drain, site piping, drains, and vaults. (949) 453-5570 PSCIMAS Team Qualifications and Experience - 14 City of San Juan Capistrano•$ QwaFif Catio-n.5 --`99 Proposal to Provide Engineering Services ,t For the High West Side Pipeline Replacement Project and Experience Water Main Replacement at Various Locations National City and County of San Diego, CA Client Psomas was retained to provide the engineering and design for the preparation of the SWEETWATER AUTHORITY construction plans for replacement of 6 -inch through 16 -inch diameter deteriorating cast P.O. Box 2328 iron mains at various locations. (505 Garrett) Chula Vista, CA 92012 Phase I sites included: - Paradise Drive — 8 -inch PVC Contact - 1 ith Street— 8 -inch PVC Jim Smyth - 5th Street west of Harbison Avenue — 6 -inch PVC Hector Martinez - 20th Street — three segments, each having 8 -inch PVC (619) 422-8395 - Prospect Street — 6 -inch PVC - 13th Street — 8 -inch PVC Phase II sites included: - Beta Street — 8 -inch PVC - 22nd Street — 8 -inch PVC - 5th Street — 8 -inch PVC - Prospect Street — 8 -inch PVC - Alta Drive — 8 -inch PVC - Ridgeway Drive — 8 -inch PVC - 7th Street — 6 -inch PVC -Highland Avenue — 12 -inch PVC - National City Boulevard — 12 -inch PVC Phase III site included: - 24th Street— 16 -inch PVC Phase IV survey and design included: - Country Club Lane — CV, 8 -inch - Second Avenue — CV, 8 -inch - I Street — CV, 12 -inch - Fifth Avenue — CV, 8 -inch Phase V design included: - B Avenue — NC, 8 -inch - Cleveland Avenue — NC, 8 -inch - McKinley Avenue — NC, 8 -inch - Broadway — CV, 16 -inch - H Street - BS, 24 -inch - Granger Avenue — NC, 8 -inch - 8th Street — NC, 8 -inch Phase VI included: - 24th Street — NC, 6 -inch - National City Boulevard Bridge — NC, 16 -inch - 5th Avenue — CV, 8 -inch - "Granger" Line — CV - Bonita Road — CV, 8 -inch - Vista Coronado/Lynwood Hills — CV, 8 -inch - Vista Nacion/Lynwood Hills — CV, 8 -inch - N.C. Boulevard— NC, 12 -inch - Oxford Street — NC, 8 -inch PSOMAS - Team Qualifications and Experience — 15 City of SanJuan Capistrano Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Client PADRE DAM MUNICIPAL WATER DISTRICT 10887 Woodside Avenue Santee. CA 92071-9003 Contact Pat Rymer, Engineer (619) 258-4646 learn- Qualifications and Experience Undersized Water Main Replacements Harbison Canyon, Blossom Valley and Crest (East San Diego County), CA This project involves the design of 8,500 lineal feet of water main replacements within the eastern service area of the Padre Dam MWD and includes approximately 3,000 feet of new 8 -inch water main, 3,500 feet of new 6 -inch main, and approximately 2,000 feet of new 4 -inch main. New valves were also provided. Ground level surveys have been completed and topographic base maps prepared. The preliminary alignment designs were completed and submitted to the District for approval in February 1999. The following items were provided: ► Research of existing utilities and assessors parcel maps. ► Analyzed existing small diameter pipes to determine if the new up-sized pipe should be replaced or paralleled, and if paralleled, to evaluate the optimum alignment. ► Plan and profile of alignment with existing utilities for each site, and provide details where necessary. ► Calculations to determine the class of PVC to use. ► Thrust calculations on PVC fittings. ► Site visits to check actual existing utilities with drafted version, and confirmation that the chose routing is adequate. ► Report on discussion and explanation for pipe route chosen for each site. ► Specifications and general notes attributed to this project for PDMWD, all based on their standards. ► Evaluation and monitoring available budget. 10 -Inch By -Pass Water Pipeline Along Pacific Coast Highway Los Angeles County, CA Client This project includes design and construction of a by-pass system consisting of three LOS ANGELES COUNTY 10 -inch water pipelines to serve as a by-pass to a larger pipeline, over a distance of DEPARTMENT OF PUBLIC approximately 3,500 LF of expected landslide in the Malibu area of the Pacific Coast WORKS Waterworks Maintenance Highway. The water pipelines in this area have, in the past, been subject to frequent Division breakage due to landslides triggered by seismic activity in this area. Psomas worked with P.O Box 1460 the County of Los Angeles and a qualified geotechnical firm to pinpoint the area of highest Alhambra. CA 91802 probable landslide and to propose a design to the County for a by-pass system that would ensure a level of water service, in case of the failure of the existing pipeline. The pipeline Contact is located in a heavily trafficked portion of Pacific Coast Highway and requires special Michael Ignatius (626) 300-3396 considerations in the design to address the high volume of traffic during construction and geotechnical investigation. PSOMAS Team Qualifications and Experience - 16 City of San Juan Capistrano i �9 x'39 Proposal to Provide Engineering Services -ec'1m Qualifications y" For the High Wert Side Pipeline Replacement Project and Experience Irvine Ranch Water District, Irvine Lake Pipeline #1V7ff8& Moore Irvine Avenue Water & Sewer Mains City of Newport Beach, CA Client Ninyo & Moore has been retained to provide a geotechnical evaluation for the.proposed CITY OF NEWPORT BEACH pipelines to be constructed along Irvine Avenue in Newport Beach and unincorporated 3300 Newport Boulevard Valve Vault at Rattlesnake Pump Station Newport Beach, CA 92663 Irvine, CA Client Psomas provided design engineering services to prepare plans and specifications for IRVINE RANCH WATER the reconstruction of sections of the Irvine Lake Pipeline (ILP), the valve vault, and its DISTRICT appurtenances. The project also included evaluation, recommendation, and preparation 3512 Michelson Drive of specifications for the repair of two 30 -inch valves and their mechanical and electrical Irvine, CA 92675 components. Psomas also provided construction support services to the District including Alberto Acevido observation of valve testing, contract coordination, and as -built drawings. Contact Jeff Stanea PE The ILP is a transmission pipeline within Irvine Ranch Water District's Non -potable (949) 453-55540 Water System. It allows IRWD to provide non -potable water to agricultural customers and to supplement the reclaimed water system. The ILP Valve Vault at Rattlesnake Pump Station No. 2 is a 12 -foot by 17 -foot, 12 -foot deep, 9 -inch thick, pre -cast panel concrete vault that houses two 30 -inch motorized butterfly valves that serve the ILP Lambert Reach 54 -inch pipeline, and an 18 -inch meter butterfly valve serving the Rattlesnake Pump House No. 2 area. #1V7ff8& Moore Irvine Avenue Water & Sewer Mains City of Newport Beach, CA Client Ninyo & Moore has been retained to provide a geotechnical evaluation for the.proposed CITY OF NEWPORT BEACH pipelines to be constructed along Irvine Avenue in Newport Beach and unincorporated 3300 Newport Boulevard Orange County, California. A 24 -inch steel water main is being proposed along Irvine Newport Beach, CA 92663 Avenue from University Drive to Bristol Street (approximately 4,500 feet in length). The SANITATION DISTRICT water main will be generally located along the north (westbound) side of Irvine Avenue and Contact the pipeline invert will extend up to approximately 15 feet below the existing pavement Michael Sinacori surface. In addition, the project will include a gravity sewer main (approximately 500 feet in (949)644-3011 length) for the Costa Mesa Sanitation District, and a 12 -inch water line (approximately 1,300 Contact feet in length) for the Irvine Ranch Water District. Services will include review of geologic Alberto Acevido and geotechnical background information pertaining to the site; excavation, sampling (7 14) 593-7846 and logging of large and small diameter borings, laboratory testing of representative soil samples; engineering analyses; and preparation of a detailed written report presenting our findings and geotechnical recommendations for design. /1/iny11&*1110re Newport Trunk Sewer and Force Mains Newport and Huntington Beach, CA Client Ninyo & Moore was retained to provide geotechnical consulting services for the proposed ORANGE COUNTY Newport Trunk Sewer and Force Mains straddling the cities of Newport Beach and SANITATION DISTRICT Huntington Beach, California. We understand that a new force main is being considered to P. O. Box 8127, replace existing facilities. Two general alignments are being considered. The first proposed Fountain Valley, CA 92728-8127 alignment includes three alternatives (Nos. IA, 1B, and 1C), approximately 6,600 feet in length, which generally extend along Pacific Coast Highway (PCH) from the existing Contact Bitter Point Pump Station across the Santa Ana River channel and Talbert channels to Alberto Acevido Brookhurst Avenue. The second proposed alignment includes two alternatives (Nos. 2A (7 14) 593-7846 and 2B), approximately 7,100 feet in length, which extend from the existing Bitter Point Pump Station, across the open area known as Banning Ranch north of PCH, across the Santa Ana River channel, and onto the OCSD Plant No. 2 site. PSOMAS Team Qualifications and Experience - 17 Sanr x Pro of l to Provide E mno• .earn Qualifications on:s ''i �9 f .Proposal to Provide Engineering Services i For the High West Side Pipeline Replacement Project and Experience /'/*7y&&*nure SC -04 South Connectors I and II Pipeline Project San Juan Capistrano, CA Client Ninyo & Moore was retained to provide geotechnical consulting services for the SC -04 CAPISTRANO VALLEY South Connectors I and II pipeline project located in San Juan Capistrano, California. WATER DISTRICT C!O The proposed project consisted of the design of approximately 4,300 lineal feet of a MALCOLM PIRNIE 20 -inch -diameter water main (South Connector 1) beginning near the intersection of 1902 Wright Place Ortega Highway and Avenida La Para. The pipeline continued south along Avenida La Suite 180 Pata and then traverses southwesterly across City of San Juan Capistrano open space to Carlsbad, CA 92008 a point near the proposed Whispering Hills Reservoir site. In addition, South Connector Contact II is approximately 14,800 lineal feet of 20 -inch pipeline beginning at a connection with Contact South Connector I and continuing southwesterly across City of San Juan Capistrano open Paul Wilson space to the proposed site of the future SC -04 Terminal Reservoir. There are also two (760) 602-3800 12 -inch -diameter pipelines: one approximately 1,450 lineal feet to area "H" subdivision and one approximately 1,200 lineal feet to the Glenfed subdivision, Our services included a review of geologic and historical background information; drilling, sampling, and logging of several exploratory borings; performance of laboratory tests to evaluate soil characteristics; geologic and engineering analyses; and preparation of a written report presenting our findings and geotechnical recommendations. /'/%/was, *sure Del Obispo Street Widening Project, Aguacate Road, North Of Calle Aspero San Juan Capistrano, CA Client Ninyo & Moore was retained to provide geotechnical evaluation for the proposed street CITY OF SAN JUAN widening along Del Obispo Street from Aguacate Road to approximately 400 feet north of CAPISTRANO C/O ADAMS Calle Aspero in San Juan Capistrano, California. The purpose of the study was to evaluate STREETER the subsurface con-ditions along the northerly portion of the project site and to provide 15 Corporate Park geotechnical recommendations for the design and construction of a new 5 -foot -wide Irvine, CA 92606 roadway section and an approximately 3- to 5 -foot -high retaining wall near the southerly end of the project area. Our subsurface evaluation consisted of the drilling, logging, and Contact sampling of several small -diameter borings to depths of approximately 5 to 7 feet below Khoon Tan the existing grade. The purpose of the bor-ings were to evaluate the existing pavement (949) 474-2330 structural section along Del Obispo Street within the project area, observe the subsurface conditions, laboratory testing on collected soil and ma-terials samples, and geotechnical analysis of the data collected and preparation of a detailed written report presenting our findings and recommendations. PSOMAS Team Qualifications and Experience - 18 c% City of San Juan Capistrano* • 93 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project learn Resumes In assigning personnel for key positions on our team, we have selected individuals who already have proven track records in successfully delivering high quality project work similar to the requirements stated in the City's RFP. The matrix below summarizes the disciplines covered by our project team. We have assigned multiple Project Engineers and Designers due to the tight schedule and envision Working two teams, each on different elements, for the total project. Resumes for each team member are included on the following pages. Organizational Chart PSOMAS Project Team - 19 City of San Juan Capistrano* • 99 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project P-roject Team PSOMAS Michael D. Swan, PE Project Manager Education Mr. Swan has 34 years of experience in project engineering and management of diverse 1970/BS/Civil Engineering/ public works and public finance projects throughout Southern California. He has extensive University of California, Davis experience in water resources master planning and design including drainage projects, as well as the development and implementation of financing for these and other public works Registration projects. 1975/Registered Professional Engineer/Civil/CA #25737 Prior to joining Psomas, Mr. Swan was the owner of a consulting engineering company specializing in Water Resources, Land Development Support, and Public Finance Affiliations Services. He was responsible for business development, client contacts and marketing. Association of California Water Agencies Prior to starting his own firm, Mr. Swan served with other consulting engineering firm Orange County Water for more than 20 years, holding senior management positions including Vice President Association and Regional Manager. He also served previously as Program Engineer for The Irvine Company. Awards 1995 Outstanding Engineering Relevant Project Experience Merit Award, Orange County Rancho Viejo Road Recycled Water Pipeline, San Juan Capistrano, CA: Project Engineering Council Manager for this recycled water pipeline including a connection to Moulton Niguel Water District's system and a metering vault, 7,400 linear feet of 12 -inch C-905 PVC in Rancho Experience Viejo Road. Psomas was responsible for design survey, preparation of a preliminary With Psomas for 5 years; with design report, final design, environmental documentation, pemtit assistance and bidding other firms for 30 years.. and construction support services and also supervised structural, geotechnical and electrical sub -consultants on the project. An additional 1,700 linear feet of domestic water line was added to this project parallel to a portion of the recycled water line. The metering vault involved a below -ground, 12' x 6' pre -cast vault complete with meter, pressure sustaining valve, shut-off valves, sump pump and ventilation system. The project also involved hanging a 220 -foot portion of the pipeline on the existing Trabuco Creek Bridge, including structural and permit services. San Jacinto Groundwater Recharge and Recovery Project, San Jacinto, CA: Assisted with project management duties on the planning, preliminary design, and preparation of a grant application to the Department of Water Resources on behalf of Eastern Municipal Water District for a proposed recharge and recovery project. The ultimate project would recharge up to 45,000 acre-feet of State Project Water from Metropolitan Water District into the Hemet -San Jacinto groundwater basin primarily during the winter months and extract it during the summer months, and involved local stakeholder and regional agency participation. The ultimate project includes two major pump stations over seven miles of pipeline delivery system, 15 recharge basins in the San Jacinto River, and eight extraction wells in addition to telemetry and control facilities. Following completion of this work effort that included deliverables of a feasibility report submitted to DWR and a preliminary design report, Psomas was authorized by the District to move into the design phase for the first phase of the project. Mr. Swan served as Project Manager on this design effort including preparation of plans and specifications for two pump station capacity expansions, six recharge basins, pipelines to deliver the water to the basins, three extraction wells, and assistance with agency approval and permitting. Carson Street Waterline, Long Beach, CA: Served as Project Manager on project utilizing computer modeling techniques to develop the optimum supply line and looped system for the 100 -acre Long Beach Towne Center. Subsequently, design included 3,100 linear feet of 12 -inch diameter water main, primarily in Carson Street from the PSOMAS Project Team OwnCity of San luan Capistrano • Proposal to Provide Engineering ServicesProject TeachFor the High West Side Pipeline Replacement Project PSOMAS Michael D. Swan, PE (continued) Los Coyotes Diagonal to the Center. This fast-track project also involved a design for hanging the ductile iron pipe on the Carson Street Bridge over the San Gabriel River and coordination with LA County DPW and their structural engineering consultant. On -Call Design Services, Los Angeles County Department of Public Works: Served as Project Manager and Primary Client Representative for a 3 -year, on-call contract with the LA County Department of public Works Waterworks and Sewer Maintenance Division. Morning Trail/Meandering Trail WTM, Rancho Santa Margarita, CA: Design and construction support services for the 16-incb Zone Il and III water transmission main in Morning Trail and Meandering Trail including two connections to existing mains in Oso Parkway and an emergency interconnect facility between the zones via a check valve and a pair of hydrant -risers. EI Dorado Park Wellhead Collection Line, Long Beach, CA: Performed layout and design of 2,500 feet of 12- to 20 -inch pipeline connecting three wells in the 100 -acre Long Beach Towne Center commercial development to the El Dorado Park Wellhead Transmission Line in Carson Street, which will supply this new water source to the Long Beach Water Department's Treatment Plant. Antonio Parkway Nondomestic Water Transmission Line, Rancho Santa Margarita, CA: Prepared plans and specifications for nearly four miles of 16 -inch non-domestic pipeline from a new well adjacent to San Juan Creek up Antonio Parkway to Crown Valley Parkway. These plans were prepared in a short timeframe so that the pipeline could be installed just prior to the County's contractor paving the roadway. District Engineer for Trabuco Canyon Water District, Orange County, CA: As District Engineer for Trabuco Canyon Water District, provided consulting services for eight years including plan checking subdivision improvement plans, tract maps, parcel maps, and other capital improvement plans for water, wastewater and reclaimed water facilities, as well as legal descriptions and plats for right-of-way dedication. Also responsible for master planning and connection fee analysis. PSOMAS Project Team City of San Tuan CapistnA Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team. P S O M A S Joseph L. Boyle, PE QA/QC Education Mr. Boyle's qualifications include extensive experience in planning and design of water BS/Civil Engineering/ 1984/ transmission, distribution and storage facilities and preparation of plans and specifications California Polytechnic State for water and sewer main design, storm drain design, and roadway design, as well as University, San Luis Obispo construction phase services. Mr. Boyle also has extensive experience in planning and design of public works projects including site development, grading and storm drain Registration design, streets and highways. As Vice President and Senior Project Manager of the Califomia R.G.E. No. 44497 Laguna Hills office, Mr. Boyle has overall responsibility for all client services provided from this office. Affiliations Americanwaterworks Relevant Project Experience Association Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Orange County Water Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans, Association and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried American Society of Civil pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) Engineers 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and National Fire Protection site improvements, access road, 1,000 If of 20 -inch domestic water pipeline, 1,000 If of Association 24 -inch recycled water pipeline, 1,000 if of 24 -inch storm drain, site piping, drains, and California Water Environment vaults. Association PA Zones 6/D Reservoirs, Irvine Ranch Water District, Irvine, CA: Prepared Experience preliminary design report, plans, and specifications for 2.5 MG domestic water and 0.66 With DBE Psomas for 10 years MG recycled water partially buried pre -stressed concrete tanks, 1,2001f 16 -inch domestic (merged with Psomas Nov. water and 1,200 If of 20 -inch recycled water transmission mains, control valve stations, 2006); with other firms 12 years reservoir management system, access road grading, site grading and remedial earthwork, site piping, and drains. Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans for approximately 5001f of 18 -inch recycled water line in Muirlands Boulevard from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report and plans and specifications for approximately 3,400 If of 12 -inch diameter PVC pipe, 7301f. of 12 -inch steel pipe in Caltrans bridge, 5,000 If. of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans, City of Irvine and City of Lake Forest. Pressure Reducing Station, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for a recycled water pump station and domestic water pressure reducing station housed in a single building. Included design of two 630 gpm, 60 HP pumps, automated ball valves for flow control and stage tanks on suction and discharge side of recycled mains, electrical instrumentation and controls, 3 domestic water pressure reducing valves (8 -inch, 6 -inch and 3 -inch) and site piping and improvements. Construction phase services include surveying, response to RFI's and review of shop drawings. R-6 Transmission Pipe, EI Toro Water District, Lake Forest, CA: Prepared plans and specifications for approximately 4,500 If of 24 inch water transmission main, piping and valve improvements in the bypass flow facility, and valve and piping installation at the main pressure reducing station. PSOMAS ProjectTeam a City of San Juan Capistrano ,.x•93 Proposal to Provide Engineering Services ."' for the High West Side Pipeline Replacement Project Project Team PSOMAS Joseph L Boyle, PE (continued) Ladera Ranch Phase 3 Domestic Water Tf ansmission Mains and Pressure Reducing Station, Trunk Sewer Mains, Recycled Water Transmission Mains and Pressure Reducing Station, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for 16,000 l.f. of 16 -inch C905 PVC domestic water transmission mains, 5,400 l.f. of 12 -inch and 15 -inch PVC trunk sewer mains and 9,600 IS. of 12 - inch C900 PVC recycled water mains. Plans were also prepared for a domestic water pressure reducing station facility which included three pressure reducing valves (8 -inch, 6 -inch and 4 -inch) and a pressure relief valve within a CMU block building designed to match developer architectural theme. A recycled water pressure reducing station with two pressure reducing valves and a pressure relief valve contained by a CMU block wall. Outlet of recycled water pressure relief valve drain line was connected to trunk sewer. Construction phase services included review of shop drawings, response to RFPs and record drawings. Ladera Ranch Phase 2 Water Transmission Mains, Pressure Reducing Stations, and Nondomestic Water Pipeline Facilities Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for the construction of 18,0001.f. of 8 -inch through 30 -inch PVC and CML&C steel water transmission mains and 4,000 IS. of 8 - inch through 12 -inch PVC nondomestic irrigation water transmission main, Plans were also prepared for two domestic water pressure reducing stations with CMU block wall buildings designed to match developer's architectural theme, including all mechanical and site improvements. These facilities provided service to Phase 2 of the planned Ladem Ranch community. Construction phase services were also provided including shop drawing review and construction management assistance. Ladera Ranch Phase 1 Trabuco Creek Water Transmission Mains, Trunk Sewer, Force Mains and Nondomestic Water Facilities, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for the construction of over 14,000 IS.. of 16 -inch CML&C steel water and nondomestic water transmission mains, 3,000 L£ of 10 -inch & 12 -inch PVC & HDPE sewer mains and 9,600 IS. of 12 -inch PVC sewer force main. These pipelines were constructed within an existing, habitat -sensitive ranch road along Trabuco Creek and within a regional, multiplex sports park. The 12 -inch force main was designed for conversion to a gravity sewer main, including manholes, at a future date when infrastructure is completed within the Ladera Ranch community. Design of an all-weather access road and drainage improvements were also included in the scope of services. Construction phase services were provided including shop drawing review and construction management assistance. Recycled Water Service Conversions of Bluff Park, Bixby Park, Bixby Park Annex and Stearns Park, Long Beach Water Department, Long Beach, CA: Prepared plans and specifications for construction of 7,000 11 of 8 -inch recycled water pipelines to provide recycled water conversions to four City of Long Beach parks. Scope of services included preparation of DHS Engineer's Reports for Recycled Water Use, design of pressure reducing and metering stations and retrofit connections at parks. 2005/2006 Water Main Replacement Project, City of Lomita, CA: Prepared plans and specifications for replacement of 6,000 If of 10 -inch cast iron water mains in Pacific Coast Highway and Walnut Avenue. Scope of services included aerial topographic mapping, preparation of traffic control plans, Caltrans permit processing and construction phase assistance. PSOMAS Project Team City of San Juan Capistrano• • Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Tears PSOMAS Gregory W. Watanabe, PE Project Engineer Education Mr. Watanabe has over ten years of planning, design, and utility system study and analysis BS/2001 /Civil Engineering experience. His emphasis has been in master planning, hydraulic system modeling, - Emphasis in Environmental drafting, and design of plans including pipeline and pump station projects. From the Engineenng/Callfcmia State projects Mr. Watanabe has completed, he has acquired experience in ArcGIS, ArcView Polytechnic University. Pomona GIS, AutoCAD, Softdesk, Land Desktop, SewerCAD, H2OMAP, H2ONET, Hydra, Flow Master, MicroStation, and others. Mr. Watanabe has also written computer software tools Registration to aid in pipeline analysis and design. 2005/Professional Engine%CA # C67618 Expires June 30, 2007 Relevant Project Experience 2005/Professional Engineer/HI # Mission Trail Transmission Main Replacement, Elsinore Valley Municipal Water PE- 11801 Expires Apn1 30, 2008 District, Lake Elsinore, CA: Designed approximately 8,000 linear feet of 24 -inch DIP water transmission main to replace an existing 24 -inch PVC line with a history of multiple Affiliations pipeline failures. The design included the development of a construction phasing plan to ety of Civil AmeBrriaicann Society ensure existing services would remain uninterrupted throughout the construction period. Engineers American Water Works Recycled Water System Pipeline, City of San Juan Capistrano, CA: Fulfilled the role Association of technical lead of the overall design and QA/QC of an approximately 7,500 linear feet California Water Environment of 12 -inch PVC pipe that provides an inter -agency connection between the City of San Association Juan Capistrano and the Moulton Niguel Water District recycled water systems. Design Environmental & Water challenges included a flow meter in a vault and the suspension of the pipeline outside a Resources Institute of the concrete bridge span. American Society of Civil Engineers Inland Feeder Tunnel Surface Water Mitigation Project, Metropolitan Water National Society of Professional Districts of Southern California, San Bernardino National Forrest, CA: Managed Engineers the design of a unique water system to mitigate the reduction in natural water spring Orange County Water production in the San Bernardino Mountain Range due to the tunneling beneath Association penetrating the perched groundwater aquifers. We designed a low flow water distribution Water Environment Federation system that stretched up to 4 miles within the mountain range and only accessible by helicopter and foot. The design included nearly 18,000 linear feet of 3 -inch, 2 -inch, and Awards 1 -inch tubing and a 10,000 gallon storage tank that discharged water at 14 locations to 2007 Young Engineer of the simulate natural spring flow. Challenges encountered during this project included the YearAward - Orange County specification of a solar powered pumping station, the design of 25 cable stay stream Engineering Council crossings, and the construction of the project using a helicopter and ground crew. 2007 Excellence in Service Katella Avenue Relief Sewer Pipeline, City of Anaheim, CA: Project Engineer for Award - Psomas design of approximately 1-'/C miles of 15 -inch VCP sewer pipeline that replaced existing Experience City sewers that were undersized. The alignment made connections to the Garden Grove With Psomas for over 7 years; Sanitary District and traversed through unincorporated areas of Orange County. In with other firms for 3 years. addition, this project was scheduled to be constructed with the Katella Avenue Smart Street Project for both the City of Anaheim and the County of Orange. These unique design tasks required the close collaboration and coordination with multiple agencies and design consultants. Hemet -San Jacinto Integrated Recharge and Recovery Program - Pipeline Design, Eastern Municipal Water District, Hemet, CA: Modeled the hydraulic system to provide up to 44,000 acre-feet per year (AFY) of conjunctive use/drought management groundwater storage. Design included a 57 -inch pipeline to deliver raw water from the Metropolitan Water District's (MWD) Lakeview Pipeline to conjunctive use groundwater recharge basins within the Flood Channel of the San Jacinto River. PSOMAS Project Team _ City of San Juan Capisuan.0 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project PSOMAS Gregory W. Watanabe, PE (continued) Project Tears Sewer Pipeline, Lift Station, and Force Main Design, Los Angeles Harbor College, CA: Designed the local sewer system for Los Angeles Harbor College. This included typical sewer pipeline open channel hydraulic calculations and the associated calculations required for the design of a sewer lift station and an 800 -foot long force main. Challenges encountered during this project included working with other utility disciplines to define the pipeline alignment and address alignment conflicts. Hemet -San Jacinto Integrated Recharge and Recovery Program - Pump Station Design, Eastern Municipal Water District, Hemet, CA: Designed upgrades for two existing booster stations (Warren Road and Commonwealth) to increase their capacities up to over 47 cfs. The Warren Road Pump Station (WRPS) required the removal of two existing 75 and 150 hp vertical turbine pumps and replacing them with two identical 350 hp vertical turbine pumps fitted with VFD's. This required a complete redesign of the electrical switch gear and the construction of an air conditioned 14 foot by 20 foot CMU block building structure to house the new VFD's and other electrical equipment. The final component of the design included a 10 feet in diameter by 20 feet long cylindrical steel surge tank. The Commonwealth Pump Station (CPS) included the removing four pumps of various sizes and replacing them with four 300 hp horizontal split -cased pumps, two with VFDs. Similar to the WRPS, the electrical switch gear was also redesigned due to the increased load. Finally, the existing CPS building was structurally modified and fitted with an HVAC system and associated duct -work. P S O M A S Project Team Sr� City of San Juan Capistrano Proposal to Provide Engineering Services For the Nigh West Side Pipeline Replacement Project Project r©j ect Team PSOMAS Vernon R. Weisman, PE Project Engineer Education Mr. Weisman is experienced in the planning, design, analysis and construction of domestic BS/ 1981 /Civil Engineering/ and reclaimed water transmission, distribution, pumping and storage systems, as well as University of Idaho storm water and sanitary sewer collection, transmission, and pumping facilities. He has AS/Engineering Technology/ prepared a wide variety of planning and design reports, specifications, and construction College of Southern Idaho plans for storm water, sewer, sewage treatment, domestic water, and reclaimed water With DBE Psomas for I I years facilities. Mr. Weisman is experienced in the application of computer programs which Registration model municipal water distribution systems. He has performed construction observation Professional Engineer/Civil/CA and management, including shop drawing review, progress payment tabulation, change #41610 order review, and project utility coordination. Mr. Weisman has supervised property Professional Engineer/Civil/ID # maintenance, repair and improvement programs for the U.S. Army in Germany. 5417 Professional Engineer/CivillOR Relevant Project Experience # 15938 (Civil/Environmental) Zone B Pipeline Extension, Irvine Ranch Water District, Irvine, CA: Prepared Professional Engineer/Civil/UT preliminary design report, plans and specifications for approximately 5,800 linear feet of #6550891 24 -inch recycled water transmission main, including installation of pipe through existing box girder bridge. Affiliations American Water Works Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans Association for approximately 500 linear feet of 18 -inch recycled water line in Muirlands Boulevard Orange County Water from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone Association A distribution system, including the pipe design and connections. Experience Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: With DBE Psomas for I I years Prepared preliminary design report and plans and specifications for approximately 3,400 (merged with Psomas Nov. linear feet of 12 -inch diameter PVC pipe, 730 linear feet of 12 -inch steel pipe in Caltrans 2006); with other firms 15 years. bridge, 5,000 linear feet of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans and two cities. 2007 Water Distribution Pipeline Project, Golden State Water Company, Anaheim, CA: Prepared plans for approximately 4,200 If of a 8 -inch domestic water distribution pipes in the City of Hawaiian Gardens and Artesia, including connections, fire hydrants, and services. Installation of Chlorine Analyzers and Reservoir Mixers/Samplers at Ten Domestic Water Reservoirs, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans and specifications for installation of chlorine residual analyzers, mixers, and samplers at ten separate domestic water reservoirs, including tank modifications, site plans, and conduit plans. Primary Disinfection Facility Ammonia Line Leak Study, Irvine Ranch Water District, Irvine, CA: Prepared engineering report to identify possible causes and proposed solutions in response to a series of leaks in an ammonia line and a sodium hypochlorite line. Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans, and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and site improvements, access road, 1,000 if of 20 -inch domestic water pipeline, 1,000 If of 24 -inch recycled water pipeline, 1,000 If of 24 -inch storm drain, site piping, drains, and vaults. PSOMAS Project Team a� City of San Juan Capistrano0 Proposal to Provide Engineering Services ✓':"`, For the High West Side Pipeline Replacement Project Vernon P, Weisman, PE (continued) Project Team Well No. 8, City of San Clemente, CA: Prepared preliminary design memorandum, plans, and specifications for construction of a new domestic water well to produce an expected flow of 750 gpm using a 150 -hp motor from an 850 -foot deep well with discharge piping, and connection to domestic water line. Empire Landing Waterline Replacement, Long Beach Water Department, Long Beach, CA: Prepared plans and specifications for approximately 550 if of 8 -inch PVC waterline to replace failing 6 -inch waterline, including connections, valves, hydrants, and services. Artesia Pilar Neighborhood Watermain Improvements, City of Santa Ana, Santa Ana, CA: Prepared plans and specifications for construction of approximately 13,850 If of 8 -inch and 12 -inch diameter PVC water mains, valves, fire hydrants, connections, and services to replace existing cast iron water mains. 2.5 MG Carbon Canyon Reservoir, City of Brea, Brea, CA: Prepared schematic design plan. Prepared plans and specifications for 2,700 linear feet of access road and 12 inch diameter water pipeline, 600 linear feet of 8 inch water pipeline, two 1.25 mg steel water tanks, inlet/outlet piping, and site improvements. Talbert Barrier West End Improvement Project, Orange County Water District, Fountain Valley, CA: Construction manager for a 12 month duration project to construct two groundwater injection well sites with three wells at each site, 2,500 linear feet of 36 -inch diameter injection well supply line, 3,800 linear feet of 30 -inch diameter injection well supply line, site improvements, access road, drain lines, and mechanical equipment. Talbert Barrier Well East End Expansion Project, Orange County Water District, Fountain Valley, CA: Prepared plans and specifications for a groundwater injection well site with three wells, including extension of 12 -inch diameter injection supply line, site improvements, drain line and mechanical equipment. Talbert Barrier Well West End Expansion Project, Orange County Water District, Fountain Valley, CA: Prepared plans and specifications for two groundwater injection well sites with three wells each, 2,500 linear feet of 36 -inch injection supply line, 3,000 linear feet of 30 -inch injection supply line, site improvements, drain lines, access roads and mechanical equipment. Disney Vacation Club Pipelines, Irvine Ranch Water District, Irvine, CA: Prepared plans and specifications for approximately 1,100 linear feet of 24 inch domestic water pipeline, and 1,100 linear feet of 12 -inch reclaimed water pipeline. Greenfield Recycled Water Pipelines, Moulton Niguel Water District, Laguna Niguel, CA: Prepared plans and specifications for replacement of approximately 1,800 linear feet of 16 -inch and 9,000 linear feet of 24 -inch recycled water pipeline in arterial streets in Laguna Niguel, including connections to existing pipe and pump station. PSOMAS Project Team City of San Juan Capistrano Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team P S O M A S Peter Fitzpatrick, PLS Topographical Survey and Easements Education Mr. Fitzpatrick has over 21 years of professional land surveying experience, with a degree Surveying Diploma/ 1985/Denver in advanced surveying and mapping. He has years of hands-on experience performing a Institute ofTechnology, Denver, multitude of survey, mapping, and design projects including plammetric and topographic CO BA/1983/History/University of surveys, boundary and right -of --way mapping, land descriptions, and deed analysis. As a California, Santa Barbara, CA Project Manager for Psomas, Mr. Fitzpatrick is responsible for the planning, coordination, and management of ALTA, design and as -built, architectural, utility, topographic, Registration subdivision mapping, and right-of-way surveys. 1993/Land Surveyor/CA #LS6777 Expires 09/30/08 Relevant Project Experience Affiliations Rancho Viejo Rood Recycled Water Pipeline, San Juan Capistrano, CA: Project Califomia Land Surveyors Manager in charge of the aerial mapping, project control network, and centerline and Association right-of-way mapping for the 1.25 mile long project. The pipeline project runs along CELSOC, Future Leaders Rancho Viejo Road, a frontage road along the I-5 freeway that had undergone numerous Toastmasters International, Club right-of-way changes through the years. President Inland Feeder, Metropolitan Water District, San Bernardino County, CA: Experience Responsibilities included boundary analysis and Record of Survey mapping of a portion With Psomas for 12 years: with of the right-of-way. Also responsible for mapping the underground utilities of a 10 -mile - other firms for 9 years. long corridor for the Metropolitan Water District's Inland Feeder Pipeline Project, a future water line consisting of nearly 45 miles of large -diameter pipeline and tunnels. Boeing Long Beach Facility (C-1), Long Beach, CA: Project Manager for all of Psomas' surveying services associated with the C-1 facility. Work has included digital orthophotography, topographic maps, ALTA surveys with boundary and easements, and researching of all aboveground and underground utilities by reviewing hundreds of utility plans. All existing site utilities were plotted digitally on the site base map, including storm drains, sanitary sewer, water, gas, power and telecommunications. Colored utility plots were provided to Boeing with sizes and legends. With the ongoing demolition and site remediation, Psomas' survey team continues to provide surveying services to both BRC and its consultants. Heritage Fields Property Transfer and Due Diligence, Irvine, CA: Project Manager responsible to provide survey services on behalf of the U.S. Government in preparing the property (approximately 3,700 acres) to be transferred from government hands to private hands via an on-line auction. Those duties included as -built surveys, boundary and project control, and providing legal descriptions of the properties to be conveyed and leased back to the government. Concurrently, as part of the due diligence support for one of the on- line bidders, Psomas prepared exhibits of the encumbering easements on the entire Base. Also provided asset management plan support to Psomas engineering staff such as utilities research and coordination regarding service options, easements analysis, and exhibits in preparation to support the close of escrow and sales to Heritage Fields, LLC. Broadstone Plaza, Moreno Valley, CA: Survey Project Manager to provide a boundary, ALTA Survey, utility as -built, and write legal descriptions for the creation of slope, access and utility easements for the benefit of EMWD. Psomas also provided quitclaim legal descriptions and coordinated with the utility holder of existing blanket utilities encumbering the property. PSOMAS ProjectTeam • City of San loan Capismnna• 45 99 Proposal to Provide Engineering Services u" Forthe High West Side Pipeline Replacement Project Project Team PSOMAS Carlos A. Ramirez, EIT District, Lake Elsinore, CA: Engineer for design and construction of approximately Project Designer Education Mr. Ramirez has more than 10 years of experien6e in the design of sewer systems, MS/ 1999/Civil Engineering/ water systems, groundwater and soil remediation, and report preparation. His computer California State University, experience includes MicroStation SE, AutoCAD Map5 and LDT3, AutoCAD (R 14), Fullerton ArcView 3.2, Windows NT, Windows 2000 and various spreadsheet and word processing BS/ 1995/Civil Engineering/ software packages. California State University, Engineers (ASCE) Fullerton The Society Mexican American Engineers &Scientists AutoCAD 2002 Update/2002/ Relevant Project Experience Psomas Land Desktop 3 Update/2002/ Rancho Viejo Rand Recycled Water Pipeline, San Juan Capistrano, CA: Engineer Psomas for design and construction of approximately 7,530 linear feet of 12 -inch PVC Recycled City of Tustin, Tustin MCAS Redevelopment, CA: Project included the design of 1,700 Water line and 1,660 linear feet of Domestic Water line, and included a metering vault for Certifier er Certified/2006 006 the connection to a 12 -inch Moulton Niguel Water District pipeline. Mission Trail Transmission Main Replacement, Elsinore Valley Municipal Water Registrations District, Lake Elsinore, CA: Engineer for design and construction of approximately 19991EITICA # 106985 8,000 linear feet of 24 -inch Ductile Iron Pipe to replace an existing 24 -inch PVC line that Pipeline Assessment Certification had a history of multiple pipeline failures. Program (PACP) #U-1 106-3922 Fire Water Improvements for Fullerton College, Fullerton, CA: Engineer for design Affiliations and construction of approximately 835 linear feet of 12 -inch Ductile Iron Pipe, and 4,800 American Society of Civil linear feet 8 to 10 inch PVC. Engineers (ASCE) PCH 10 -Inch By-pass Water Pipeline, Los Angeles County, CA: Engineer for design The Society Mexican American Engineers &Scientists and construction of a by-pass water system consisting of three 10 -inch water pipelines to (MAES) serve as a by-pass to a larger pipeline, over a distance of approximately 3,500 LF in the Orange County Water Malibu area on Pacific Coast Highway. Association (OCWA) City of Tustin, Tustin MCAS Redevelopment, CA: Project included the design of 1,700 linear feet of domestic water piping, 8-18 inches; 8,350 linear feet of reclaimed water Experience piping, 6-16 inches; and 11,300 linear feet of sewer piping, 8-18 inches. Assisted with the With Psomas for 8 years; with planning demolition of existing utilities and the construction of new utilities, as well as others for 2 years. being involved in the design of these facilities. Keeping existing buildings in service was a key design consideration. Pacific Point Development— Interim Pipeline — McCracken Hill, Sun Cal Companies, San Juan Capistrano, CA: Project involved the design of an Interim pipeline to serve the McCracken Hill Area in San Juan Capistrano. Approximately 1,200 If of 8" Aluminum piping was required to provide water service to the community. Assisted in the design of the interim potable water line. Sungold/Indio Boulevard Storm Drain Improvements, City of Indio, CA: Engineer for design and construction of approximately 885 linear feet of 42 -inch Reinforced Concrete Pipe (RCP), 1,900 linear feet of 36 -inch RCP, 120 linear feet of 30 -inch RCP and 140 linear feet of 18 -inch RCP. Pacific Point Development — Booster Pump Station, Sun Cal Companies, San Juan Capistrano, CA: Project involved preliminary design report to evaluate the most feasible way to provide water facilities for the development and adjacent existing development. Assisted with the design of the potable water booster pump station. PSOMAS Project Team rf" x City of San Juan Capistrano* • 95 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team PSOMAS Khanh T. Nguyen Project Designer Education Mr. Nguyen's experience includes a variety of computer network modeling projects, E.I.T — 2004 B.S. Civil Engineering pipeline design and hydraulic analysis projects. The pipeline design projects he has been California State Polytechnic involved with include pipeline alignments and profiles for domestic water, reclaimed water University, Pomona - 1999 and sewer lines. The projects encompass designs for PVC, Ductile Iron and CML&C steel Expertise pipe ranging from 6 -inch diameter to 42 -inch diameter.His software experience includes General Civil Engineering WindowsXP, PowerPoint, MS Word, Excel, AutoCAD 3D 2006, Land Enabled, H2ONET, Grading and Earth Work Microstation 95 (2D&3D), Mechanical Drafting, GIS, and Arcinfo Calculation Water Resources Planning & Relevant Project Experience Analysis Greenfield Recycled Water Pipelines, Moulton Niguel Water District, Laguna Niguel, Water and Wastewater Facilities CA: Prepared plans and specifications for replacement of approximately 1,8001.f. of 16 - Planning and Design inch and 9,000 U. of 24 -inch recycled water pipeline in arterial streets in Laguna Niguel, Street and Storm Drain Planning including connections to existing pipe and pump station. and Design Computer Modeling Zones 6/D Reservoirs and Pipelines, Irvine Ranch Water District, Irvine, CA: Utility Research Prepared preliminary design report, plans, and specifications for 2.5 MG domestic water Pipeline Design and .66 MG recycled water partially buried pre -stressed concrete tanks, 1,2001.E 16 -inch domestic water and 1,200 I.f. of 20 -inch recycled water transmission mains, control valve Experience stations, reservoir management system, access road grading, site grading and remedial With DBE Psomas for 7 years. earthwork, site piping, and drains. Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans for approximately 5001.£. of 18 -inch recycled water line in Muirlands Boulevard from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report and plans and specifications for approximately 3,400 I.f. of 12 -inch diameter PVC pipe, 7301.£. of 12 -inch steel pipe in Caltrans bridge, 5,000 I.f. of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans and two cities. Zone B Pipeline Extension, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans and specifications for approximately 5,8001.f. of 24 inch recycled water transmission main, including installation of pipe through existing box girder bridge. Aliso Creek Emergency Sewer, Moulton Niguel Water District, Laguna Niguel, CA: Responsibilities included preparation of construction plans and profile. Analyzed the existing sewer conditions along Aliso Creek and performed detailed hydraulics calculation using H2ONET to determine the point of surcharge in the NCI and ACES. Reviewed existing and ultimate hydrology to determine surface drainage. Also help design new access road, bike trail, and hiking trail, design, and final plans for construction of approximately 16,400 I.f. of 24 inch diameter sewer and approximately 2,700 I.f. of 42 inch diameter sewer from the Aliso Creek Road to the AWMA Coastal Treatment Plant. Project included a sewer diversion control structure, sealed manways, valve vault, boring/jacking, microtunneling, approximately 16,0001.f. of 6 inch sludge force main, approximately 15,000 11 of 20 inch reclaimed water transmission main, and trail, roadway and drainage improvements. P S O M A 5 ProjectTeam td" z City of San Juan Capistrano Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team PSOMAS John Kaneshiro Project Designer Education Mr. Kaneshiro is highly skilled in the application and maintenance of CAD systems AA, Balin Institute ofTechnology, for civil engineering and GIS projects. He maintains the firm's CAD procedures and Anaheim, CA standards and is responsible for maintenance of CAD software and hardware. Mr. MSC AutodeskTraining Center Kanesbiro's experience includes preparation of atlas maps and standard drawings for Land Development Desktop various water agencies, development of water atlas map layers, and other general and Certificate specific mapping assignments. He is also a skilled CAD designer, and experienced with Expertise design of pipelines, pumping facilities, reservoirs and various public works projects. AutoCAD, Land Development Desktop Software, AutoCAD .Relevant Project Experience Map, Water. Wastewater, Survey and Mapping, Flood Control, PA Zones 6/1) Reservoirs and Pipelines, Irvine Ranch Water District, Irvine, CA: Streets and Highways, GIS, Prepared preliminary design report, plans, and specifications for 2.5 MG domestic water Business Graphics, Architectural and 0.66 MG recycled water partially buried pre -stressed concrete tanks, 1,200 11. 16 -inch and Structural Construction domestic water and 1,200 L. of 20 -inch recycled water transmission mains, control valve Drafting stations, reservoir management system, access road grading, site grading and remedial earthwork, site piping, and drains. Experience With DBE Psomas for 19 years Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans (merged with Psomas Nov. for approximately 5001.f. of 18 -inch recycled water line in Muirlands Boulevard from 2006): with other firths 2 years, the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans, and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and site improvements, access road, 1,000 LF of 20 -inch domestic water pipeline, 1,000 LF of 24 -inch recycled water pipeline, 1,000 LF of 24 -inch storm drain, site piping, drains, and vaults. Recycled Water Reservoir No. 20,City of Chino Hills, CA: Preparation of plans and specifications for a 3.0 MG recycled water steel reservoir. This project involved location of a new steel tank on an existing reservoir site adjacent to an existing domestic water steel tank. Scope of services included a preliminary design report, site survey, site plan, mechanical piping plans and structural plans. Tank was designed with seismic anchors attached to structural footing and included seismic shutoff valves due to close proximity to the Chino -Central Avenue Fault. Review of shop drawing submittals was included in the scope of services. R-6 Transmission Pipe, EI Toro Water District, Lake Forest, CA: Prepared plans and specifications for approximately 4,5001.f. of 24 inch water transmission main, piping and valve improvements in the bypass flow facility, and valve and piping installation at the main pressure reducing station. Zone C and E+ Recycled Water Transmission Mains, Santa Margarita Water District, Las Flores, CA: Prepared plans and specifications for 3,000 I.f. of 16 -inch PVC and 7,5001.f. of 12 -inch and 8 -inch PVC recycled water transmission mains in existing arterial and residential streets. Project included preparation of aerial topographic mapping, traffic control plans and construction phase services. PSOMAS Project Team City of San Juan Gpixrano• B9 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team Monterey County Coastal Water Project, Monterey County, California: Mr. Jansen is the Project Manager for geotechnical services for the Monterey County Coastal Water Project located in Monterey County, California. This project is a major water resources improvement project in the planning and design phase for California American Water. It includes multiple pipeline alignments along the coastal area of Monterey from Moss Landing to the Monterey Peninsula. The project includes a desalinization plant, three reservoirs, three pump stations, injection/recovery wells, and numerous river and highway undercrossings. Mr. Jansen's responsibilities include consultations with the project design team regarding planned improvements and construction methods, planning of field mapping and exploration tasks, review and interpretation of geologic and seismic hazards, evaluation of landsliding and slope stability, field geologic mapping, and evaluation of geotechnical construction constraints. He is responsible for the presentation of data to the client and evaluation of technically feasible and cost effective alternatives for the project. He is a report author and technical reviewer for the project. Inland Empire Utility Agency Recycled Water System — Phase Il, San Bernardino County, California: Project manager for the geotechnical investigation of alternative water pipeline alignments, reservoirs, and pump stations. Mr. Jansen reviewed the geologic and geotechnical background data for this project and designed the subsurface exploration. He worked closely with the project design engineers to provide data regarding the geologic hazards and anticipated subsurface conditions that would impact the design and construction of the system improvements. He supervised project geologists and project engineers during the investigation stage and provided regular progress reports to the design team. He was responsible for technical review of data and completion of reports. Central Basin Recycled Water System Expansion, Los Angeles, County, California: Project Manager for the evaluation of over 12 miles of planned water pipelines extending into six different cities. The pipeline project included tunneling beneath the Rio Hondo and Los Angeles River channels at four locations and two freeway tunnel crossings. Mr. Jansen supervised the geotechnical exploration of 24 borings, reviewed and evaluated geologic cross sections, and prepared project design criteria. He also coordinated with environmental staff during assessment of potential contamination sites. Aliso Creek Emergency Sewer (ACES) Laguna Niguel, California: Project Manager and Project Geologist for the Aliso Creek Emergency Sewer (ACES). The project involved the design of 19,350 feet of sewer and reclaimed water pipelines along Aliso PSOMAS Project Team Lawrence Jansen, PG, CEG Geotechnical Education Mr. Jansen has over 25 years of engineering geology experience in California involving MS/ 1983/Geological Science/San new construction for public works, commercial, and residential projects. He also has Diego State University, San Diego, experience in forensic geologic investigations. His experience includes exploration California of geologic structure, groundwater, landslides, slope stability, and fault and seismic BS/ 1976/Geological Science/San hazards. He is well versed in exploration techniques including aerial photo interpretation, Diego State University, San Diego, downhole logging, hollow stem and mud rotary drilling, monitoring wells, fault trenching, California and geophysical surveys. He has field construction experience with grading, blasting, Registration landslide buttresses, subsurface drainage systems, shoring systems, tie -back anchors, drilled foundations, and as -graded geologic evaluation/mapping. As Principal Geologist Professional Geologist, California. PG 3841 for Ninyo & Moore, Mr. Jansen supervises geologic staff, provides technical review of Certified Engineering Geologist, projects, and manages major projects. California, CEG 1198 Relevant Project Experience Monterey County Coastal Water Project, Monterey County, California: Mr. Jansen is the Project Manager for geotechnical services for the Monterey County Coastal Water Project located in Monterey County, California. This project is a major water resources improvement project in the planning and design phase for California American Water. It includes multiple pipeline alignments along the coastal area of Monterey from Moss Landing to the Monterey Peninsula. The project includes a desalinization plant, three reservoirs, three pump stations, injection/recovery wells, and numerous river and highway undercrossings. Mr. Jansen's responsibilities include consultations with the project design team regarding planned improvements and construction methods, planning of field mapping and exploration tasks, review and interpretation of geologic and seismic hazards, evaluation of landsliding and slope stability, field geologic mapping, and evaluation of geotechnical construction constraints. He is responsible for the presentation of data to the client and evaluation of technically feasible and cost effective alternatives for the project. He is a report author and technical reviewer for the project. Inland Empire Utility Agency Recycled Water System — Phase Il, San Bernardino County, California: Project manager for the geotechnical investigation of alternative water pipeline alignments, reservoirs, and pump stations. Mr. Jansen reviewed the geologic and geotechnical background data for this project and designed the subsurface exploration. He worked closely with the project design engineers to provide data regarding the geologic hazards and anticipated subsurface conditions that would impact the design and construction of the system improvements. He supervised project geologists and project engineers during the investigation stage and provided regular progress reports to the design team. He was responsible for technical review of data and completion of reports. Central Basin Recycled Water System Expansion, Los Angeles, County, California: Project Manager for the evaluation of over 12 miles of planned water pipelines extending into six different cities. The pipeline project included tunneling beneath the Rio Hondo and Los Angeles River channels at four locations and two freeway tunnel crossings. Mr. Jansen supervised the geotechnical exploration of 24 borings, reviewed and evaluated geologic cross sections, and prepared project design criteria. He also coordinated with environmental staff during assessment of potential contamination sites. Aliso Creek Emergency Sewer (ACES) Laguna Niguel, California: Project Manager and Project Geologist for the Aliso Creek Emergency Sewer (ACES). The project involved the design of 19,350 feet of sewer and reclaimed water pipelines along Aliso PSOMAS Project Team City of San Juan Capistrano �:9 S Proposal to Provide Engineering Services For the High Wert Side Pipeline Replacement Project Project Team LawrenceJansen, PG, CEG (continued) Creek Wilderness Park. Pipeline construction trends along a canyon area and crosses alluvial fan deposits, slope wash, Topanga Formation, and several large ancient landslides. Portions of the alignment included micro -tunneling. Erosion hazards associated with the Aliso Creek were also a significant design consideration. Mr. Jansen provided technical guidance during the exploration of the alignment, reviewed and interpreted wire -line core drilling samples, and performed downhole logging of large diameter borings to evaluate potential landslide hazards. He also successfully represented the Water District before the County of Orange to discuss geologic issues of the project. He planned and coordinated an aerial photograph survey of the alignment to evaluate erosion and landslide hazards. The stereographic aerial photographs were used to study landslide activity, stream erosion and stream bank failures. Mr. Jansen supervised project geologists during the field mapping phase, geologic interpretation, and report preparation. He attended meetings and interacted with stream erosion engineers to assess hazards and relative risk and develop alternative mitigation measures. PSOMAS Project Team 3 j �3 6 ISI i � ♦ � I za I El am.. U w E 0 ♦ a E �d� rm o� i 0 a t IIN LL IE LL'LL :5 S ££ a Iy 4 IriLL 3 F 1F aa 1 s 13 i4I13y,3 li gi ddd� IA g RE E is it I,I�y U ' a j[a• 5 E Iry n I �� IT �' `Y n n +� +� I+� I� +� 11 32400 PASEO ADEX.ANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-1171 (949) 493-1053 PAX www.sanjuancapistrano.org TRANSMITTAL TO: Michael D. Swan PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 DATE: October 11, 2007 IX[X4IXIIXFI • FSfXIIIfXfI � 1961 1776 FROM: Maria Morris, Deputy City Clerk (949) 443-6309 MEMBERS OF THE CITY COUNCIL SAM ALLEVATO THOMAS W. HRIBAR MARK NIELSEN JOE SOTO DR. LONDRES USO RE: Personal Services Agreement — High West Side Pipeline Project/Recycled Water Pipelines/Recycled Water Pressure Reducing Stations Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Your insurance certificates expire on October 15, 2007. Please submit copies of the certificates to the City Clerk's office. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6309. If you have questions concerning the agreement, please contact Joe Mankawich, Associate Engineer(949)487-4313. An original agreement is enclosed for your records. Cc: Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future A �, Printed on 100% recycled paper • AGENDA REPORT TO: Dave Adams, City Manager 9" FROM: Cindy Russell, Interim Public Works Director • 10/2/2007 C SUBJECT: Consideration of Agreement for Civil Engineering Services for the High West Side Pipeline Project (CIP 793), Recycled Water Pipelines (CIP 755) and Recycled Water Pressure Reducing Stations (CIP 785) (PSOMAS) RECOMMENDATION: By motion, approve the Personnel Services Agreement for Civil Engineering Services for the High West Side Pipeline Project, Recycled Waterlines Project and Recycled Water Pressure Reducing Valve Project with PSOMAS, in the amount of $431,915. SITUATION: The water system improvements known as the High West Side Pipeline Project (CIP 793) were identified in the 2004 Domestic Water Master Plan Update. Replacement of the 10 inch pipeline that delivers water to this area with a new 16 inch main, will insure that the peak flow for the forecasted area demands are met. The relocation of this line from an easement behind homes above Del Obispo to within the Del Obispo Street right-of-way will allow easier access for maintenance of this pipeline. Design and construction of these facilities were originally scheduled for Fiscal Years 2008-2010. Recently, the City was notified that Federal Highway funding had been made available through the Orange County Transportation Authority (OCTA) for pavement improvements on Del Obispo Street in the area of the proposed pipeline improvements. Discussions with the Federal agencies administering the highway funding revealed that the funding must be spent in the next fiscal year in order to receive Federal participation. The staff from the Departments of Engineering and Building and Public Works have coordinated work on the High West Side Pipeline Project and the Del Obispo Street Rehabilitation Project (CIP 408) to insure that the waterlines are complete prior to commencement of the street project, as well as meet the deadlines laid out by the Federal Highway Administration and OCTA. Similarly, OCTA has approved funding of pavement projects along Rancho Viejo Road and Junipero Serra. In order to insure completion of proposed water facilities projects prior to the paving of these streets the Public Works Department has moved forward Agenda Report • • Page 2 October 2, 2007 with the design and construction of the Recycled Water Pipelines (CIP 755) and the Recycled Water Pressure Reducing Stations (CIP 785) projects. On August 14, 2007, the Public Works Department sent out Requests for Proposal (RFP) to eight firms for Civil Engineering design and construction support services for the three projects described above. On September 13, 2007 the City received three proposals (Attachment 2). All three respondents are well qualified to perform the required engineering however, after careful review, staff recommends the proposal from PSOMAS. Their proposal was the most responsive, putting the most effort on those areas staff felt were necessary to insure a quality project design in the required short time frame. PSOMAS also was the engineering firm of record for the recently completed Recycled Water Supply System Project. This project went very smoothly and was completed with a minimum of Change Orders and requests for additional work. Summary and Recommendation: Staff recommends approval of the Personnel Services Agreement (Attachment 1) with PSOMAS in the amount of $431,915 for Civil Engineering Design and Construction Support Services for the High West Side Pipeline Project (CIP 793), Recycled Water Pipelines (CIP 755) and Recycled Water Pressure Reducing Stations (CIP 785) (PSOMAS). COMMISSION/BOARD REVIEW AND RECOMMENDATIONS: The Water Advisory Commission was updated on this project at their September 25, 2007 meeting. FINANCIAL CONSIDERATIONS: The fiscal year 2007/2008 budget for the High West Side Pipeline Project (CIP 793) is $392,969. The amount of the PSOMAS proposal dedicated for this project is $340,693, and within the amount budgeted. The amount budgeted for the High West Side Project this year is for design only. Staff will return to City Council for approval of the Plans and Specifications with accurate estimates to base the funding request for construction. Funding of $2,304,765 has been programmed in the FY 2008/2009 Capital Improvement Budget for construction. The fiscal year 2007/2008 budget for the Recycled Water pipeline Project (CIP 755) is $5,667,668. The amount of the PSOMAS proposal dedicated for this project is $60,303, and within the amount budgeted. This budget includes funding for the construction of these lines. The fiscal year 2007/2008 budget for the Recycled Water Pressure Reducing Valves (CIP 785) is $202,500. The amount in the PSOMAS proposal for this portion of work is $30,919, and is within the budget. Funding should be available for the construction of this project. Agenda Report • • Page 3 October 2, 2007 NOTIFICATION: PSOMAS Tetra Tech, Inc. RBF Consulting, Inc. RECOMMENDATION: By motion, approve the Agreement for Civil Engineering Services for the High West Side Pipeline Project, Recycled Waterlines Project and Recycled Water pressure Reducing Station Project with PSOMAS in the amount of $431,915. Respectfully submitted, R d by: Ocmt Cindy Nsell Joe Mankawich� Interim Public Works Director Associate Engineer Attachments: Agreement Proposal Results Table Location Map 0 Ll PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this _ day of 12007, by and between the City of San Juan Capistrano (hereinafter referred to as the "City") and PSOMAS (hereinafter referred to as "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's request for proposal to provide Civil Engineering Design and Construction Support Services for the High West Side Pipeline, Recycled Water Pipelines and Recycled Water Pressure Reducing Valve Projects ; and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. Consultant warrants that all of its services shall be performed in a competent, professional and satisfactory manner and in accordance with the prevalent standards of its profession. Section 2. Tenn. This Agreement shall commence on the effective date of this Agreement and services required hereunder shall be completed by no later than December 31, 2008. Section 3. Compensation. 3.1 Amount. Total compensation for the scope of services for this Project shall not exceed Four Hundred Thirty-one Thousand Nine Hundred and Fifteen Dollars ($431,915), as set forth in Exhibit 'A" attached and incorporated herein by reference. ATTACHMENT 3.2 Rate Schedule. The services shall be billed to the City at the hourly rate set forth in Exhibit "A," attached and incorporated herein by reference. Included within the compensation are all the Consultant's ordinary office and overhead expenses incurred by it, its agents and employees, including meetings with the City representatives and incidental costs to perform the stipulated services. Submittals shall be in accordance with Consultant's proposal. 3.3 Method of Payment. Consultant shall submit monthly invoices based on total services which have been satisfactorily completed and specifying a percentage of projected completion for approval by the City. The City will pay monthly progress payments based on approved invoices in accordance with this Section. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. 3.4 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to City. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of City, and shall obtain no rights to any benefits which accrue to City's employees. Section 5. Limitations Upon Subcontracting and Assionment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. 2 Section 6. Changes to Scope of Work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) it has investigated the proposed construction site, including the location of all utilities, and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the contract period, Consultant shall have delivered to City at least one (1) copy of any final reports and architectural drawings containing Consultant's findings, conclusions, and recommendations with any support documentation. All reports submitted to the City shall be in reproducible format. All services to be rendered hereunder shall be subject to the direction and approval of the City. 3 0 • Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. The City's reuse of such materials on a project other than the High West Side Pipeline Replacement Project shall be at the City's sole risk. Section 13. Indemnity. Consultant agrees to protect, defend and hold harmless City, its elected and appointed officials and employees from any and all claims, liabilities, expenses or damages of any nature, including attorneys' fees, for injury or death of any person or damage to property or interference with use of property and for errors and omissions committed by Consultant arising out of or in connection with the work, operation or activities of Consultant, its agents, employees and subcontractors in carrying out its obligations under this Agreement. Section 14. Insurance. Insurance required herein shall be provided by Admitted Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VII or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. 14.2 Comprehensive Automobile Liability. 4 0 • Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/anyone occurrence/not limited to contractual period 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement to the Consultant's general liability and umbrella liability policies using ISO form CG 20 10 11 85 (in no event with an edition date later than 1990) to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City=s General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 14.7 Terms of Compensation. 0 • Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to the other party In addition, this Agreement may be terminated for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Director of Administrative Services To Consultant: PSOMAS 3187 Red Hill Avenue Suite 250 Costa Mesa, CA 92626 Attention: Michael D. Swan Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. 11 0 • Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS').. Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Margaret R. Monahan, City Clerk AS TO FORM: John �. Shaw, City Attorney CITY OF SAN JUAN CAPISTRANO M Sam Allevato, Mayor PSOM S By: 7 r.,.:: . Proposal to Provide Engineering Services for the West Side Pipeline Replacement Project September 13, 2007 uf fan Juan Ca' -.:..c _ id �a ,y�F Rti.,i 4 I September 13, 2007 Mr. Eric Bauman Water Engineering Manager CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Proposal to Provide Engineering Services for the Higb West Side Pipeline Replacement Project Dear Mr. Bauman: Psomas offers an expert team of professionals with extensive experience in the areas of water resources planning studies, water infrastructure engineering, construction management and inspection, environmental compliance, surveying, mapping and GIS/TT. Our project managers and key team members have recent, relevant project experience on just the type of design project that the City has referenced in its RFP. We have walked the alignment and studied the existing plans prepared by RBF and have some interesting suggestions both on innovative construction techniques and on how to expedite the design to meet the City's tight time schedule. We understand that there are paving projects driving this schedule and have, therefore, developed a two design team concept with myself managing both teams of technical experts. There are enough separate design segments and project elements to divide this work up and complete it more quickly, while maintaining quality control and project continuity. This is evidenced by the depth of experience shown for the individuals in our Project Team Section. As can be seen from our organizational chart, Psomas offers all of the services required (and some optional services that the City may desire such as environmental), with the exception of geotechnical engineering. For that service, we have included on our team Ninyo & Moore, a firm with San Juan Capistrano experience and a firm with which we have a long and successful history of collaboration on projects such as these. Innovative, cost-saving solutions that will be further investigated in the Preliminary Design phase of the project and discussed with City staff include pipe bursting for many of the segments where we are replacing a 10 -inch ACP pipeline with a 12 -inch line. This would avoid costly micro -tunneling along the existing pipeline and/or the potential for property owner complaints due to damage caused from conventional trenching methods. 3187 Red Hill Avenue Suite 256 Costa Mesa, CA 92526 714.751.7373 714.545.8883 Fax w .Psomas.00m PSOMAS Mr. Eric Bauman September 13, 2007 Page 2 Psomas' long history of involvement in public works projects has allowed our engineering _ professionals to build strong and valuable relationships with public agency staff. Psomas has many active public agency contracts and has a proven track record of managing teams to provide services similar to those described in the City's RFP. While we are willing to sign the City's agreement as we have in the past, we would nevertheless appreciate the City's consideration in modifying the indemnification provisions to bring them into compliance with recent changes in the State Indemnity Statute (AB 573) which took effect on January 1, 2007. This Proposal will remain valid for 90 days from the date of submission. I will be the point of contact for this proposal. You may reach me at (714) 481-7979 or on my cell at (949) 683-5812. Please do not hesitate to contact me should you have any questions about this proposal or our services. Respectfully submitted, PSOMAS Michael D. Swan, PE Vice President Senior Project Manager September 13, 2007 _ Mr. Eric Bauman Water Engineering Manager CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Subject: Proposal to Provide Engineering Services for the High West Side Pipeline Replacement Project — Fee Breakdown Dear Mr. Bauman: Our fee breakdown is shown on the attached spreadsheet consistent with the City's Scope in the RFP and supplemented in the Scope section included in our proposal. We would point out that the decision to not utilize RBF's plans (other than for the preliminary alignment corridor that we will obviously have to confirm is still valid and for reference), may make our estimated cost higher than some of the competition. The reasons for this decision are discussed in our proposal. However, we would be open to discussions with City staff if they feel that the plans are more beneficial than we have assumed based on our limited review of only the hard copy of the plans in the City's offices. It is always difficult taking on another firm's project and completing it, especially without detailed review of the electronic files and survey data that is beyond what could be done in preparing this proposal. We would be open to reviewing all of RBF's data in detail, if selected, and then could re-evaluate our fee estimate in light of this detailed review, potentially reducing our proposed level of effort and proposed fee. However, in the meantime, we would propose to commence utility research and some of the survey work, since we would not have the luxury of delaying the project as there is only four months allotted for the entire design period. We look forward to working with the City on this major pipeline design project and continuing our excellent working relationship with City staff. Please do not hesitate to contact me should you have any questions. Respectfully submitted, P OMAS Michael D. Swan, PE _ Vice President Senior Project Manager 3187 fled Hill Avenue Suite 250 Costa Mesa, CA 92626 714.751.7373 714.545.8983 Fax w ..psamas.com E « � § 0-3411, City of San Juan Capistrano • Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project PSOMAS 0 Table of Contents Project Approach and Scope of Services Team Qualifications and Experience Company Overview Relevant Project Experience Project Team Organizational Chart PsomasTeam Resumes Schedule •d" z City of $an jean Caplstmno • • Protect Approach and Proposal to Provide Engineering Services 'a, PortheHighWest Side Pipeline Replacement Project Sco,pe of Services Project Approach and Scope of Services The Scope of Work presented in the RFP as Exhibit A is well written and very complete. We accept and will follow the RFP Scope and, therefore, will not repeat it here. We will only highlight important points and summarize work activities along with our approach to —_ accomplishing some of the important elements of work on the City's project. Task I — General Administration Meetings and Presentations Task I will be performed in accordance with the RFP Exhibit A and will generally consist of the following: • Conduct kick-off meeting with CSJC staff and Project Team • Prepare and submit minutes of the kick-off meeting and any subsequent project meetings • Prepare a work plan for the preliminary design and final design phases • Coordinate the work plan with CSJC staff, collecting and reviewing any available plans, specifications, reports and other data applicable to the project • Meet periodically with CSJC staff for informal progress reviews and also with utility and governmental agencies and affected residents and business owners • Submit monthly progress reports It is assumed that CEQA documentation, since not included in the RFP, will be undertaken by the City, but if necessary, Psomas can provide assistance or can prepare CEQA documentation in the form of a Mitigated Negative Declaration (MND). We will prepare a project description in the preliminary design phase that can be used by the City, or as an option, by Psomas environmental personnel. If necessary, the details of this can be negotiated and worked out in the initial work plan at an additional fee. Task 2 — Preliminary Design Task 2 will be performed in accordance with the RFP Exhibit A. A draft preliminary design report (PDR) will be submitted to CSJC staff for review and approval along with a work plan for the final design. The PDR will include those items listed in Exhibit A of the RFP. Our staff will review the PDR with CSJC staff, respond to any comments, and revise the document as necessary. The approved PDR will then be used as the basis for the final design of the project. Major issues to be addressed in the PDR will be: Updating the utility research on the portion of the project previously designed by RBF to ensure that the alignment corridor chosen is still the most appropriate location. Analyzing and addressing the non -typical construction outside of street rights-of-way to develop the optimum alignment and construction techniques, taking into account ease of construction, cost and disruption to residents. Trenchless technologies would appear to be the most appropriate methods for portions of sites #5 and #8 using a combination of standard construction, microtunneling or jack and bore, and pipe bursting. We would propose to conduct meetings with the affected residents in these two areas so that when the project goes to construction there are no issues. We would also propose to keep these residents up to date via letters on the proposed schedule for construction on a regular basis following agreement on the alignment and construction methods in the PDR in order to avoid problems when the project does go to construction. • Developing the preferred layout and location for the pressure reducing station (site #13) will be addressed PSOMAS Project Approach and Scope of Services — 4 Cay of San Juan Capistrano Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Approach and Scope of Services Early communication and coordination with City of Dana Point staff will be important for the southerly 1,800 linear feet of the Del Obispo pipeline replacement since that portion is in Dana Point's right-of-way. Psomas provides on-call engineering services to that city and has contacts throughout various city departments; in fact, Psomas designed the recent pavement rehabilitation project for that portion of roadway. Based on that knowledge, we will have a leg up on identification of utilities in that portion of roadway. However, based on conversation with Matt Sinacori, there is still another three years of "moratorium" on working in the section of Del Obispo south of Blue Fin, since it was paved about two years ago. If this can not be negotiated or an alternate developed, then that reach may have to be deferred. Construction issues to be addressed on site #15 along Junipero Serra need carefiil attention in the PDR as well as final design. This reach will likely require that at least a good portion of the work under Interstate 5 and in front of the Caltrans ramps be done at night. A good portion of this roadway section is fairly narrow considering the amount of traffic and different turning movements that need to be accommodated We understand that the City desires to put the responsibility of preparing traffic control plans on the contractor, but we would at least like to discuss this with City staff prior to moving on to final design. Since Caltrans will require a traffic control plan prior to issuing an encroachment pemtit on this alignment, it may be desirable to include traffic control plans and then start processing the permit with Caltrans prior to going to bid. We have not included this in our scope of services but could easily add this item since we have the capability and experience to accomplish these services in-house. Another concern along this alignment will be the frontage along the new Junipero Serra High School; this section should probably be scheduled for construction during summer months, or night time, when school is not in session. The appropriate combination of the 15 elements of this project for bidding purposes will be addressed at the PDR stage. If necessary, we can prepare separate bid schedules so that the work can be divided and constructed in phases, as appropriate. This is in contrast to the Scope included in the RFP; on page 6 of 15, Item 5.3 that states "The final design drawings shall be prepared such that each project element may be bid as separate bid items." It seems that a more logical combination of project elements (rather than 15 separate elements) would be appropriate in order to combine related elements of work (i.e. #5, #8 and #9) and to gain economies of scale. Task 3 — Survey and Right -of -Way Psomas will provide those services indicated in Exhibit A of the RFP, including the following: • Detailed research of cadastral records prior to survey • Field surveying including: horizontal and vertical control aerial control and monuments calculation of recorded centerlines / field survey for establishment of street centerline, right-of-way, and key boundaries 1 flying / scanning / topographic mapping / aero triangulation / QA/QC of photogrammetrics and mapping / field survey surface visible utilities and dip manholes, where needed / detailed utility search within right-of-way area and survey support for any required utility pothole investigations (assumes two days of field survey) / preparation, submittal and filing of necessary easement documents for agreed upon final alignments. We have assumed that permanent and temporary construction easements will be needed for sites #5, #8 and #13. PSOMAS Project Approach and Scope of Services - 5 City of SanJuan Capistrano* _� R9 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project R•:ect: Approach and Scope of Services We have elected to fly and prepare new topography on the entirety of the 14 sites (exclusive of #9) rather than use the topography flown by RBF in year 2000. This is due to the following: (1) the plane will be up in the air anyway to fly the additional sites that were not included in the year 2000 flight; (2) the new flight will reflect current conditions so that disputes as to the accuracy of the plans will not arise during construction; (3) all alignments will be using the same control points; and (4) the plans will be consistent in their look and format. It is assumed that the actual digging of any utility potholes will be performed by CSJC or their on-call potholing contractor. We have taken this approach as it worked successfully on the previous Rancho Viejo Road project we recently completed and will be less expensive than us having to use and mark-up a subcontractor. If required to complete final design and after all utility research, we will identify any utilities that should be potholed by the City or their potholing contractor. Psomas survey crews will then conduct field surveys to tie in all potholed utilities so that they can be accurately represented on the plans. The precise layout of the easements required will be developed in the preliminary and final designs and any temporary easements will be dependent on the method of construction recommended (i.e., standard trenching versus trenchless technology, etc.). Any necessary title reports and/or vesting deeds are assumed to be provided by the City for properties that require an easement. Task 4 -- Geotechnical Investigations In accordance with the RFP, geotechnical investigations will be conducted at appropriate intervals along the various pipeline alignments. We will evaluate existing geotechnical data and information available for the selected pipeline alignment during development of the PDR. We will present our finding to CSJC and determine the final extent of geotechnical services that might be required. For the purposes of developing a fee estimate based on our preliminary evaluation of the project, we have generated the following proposed number of borings using appropriate spacing along the various alignments: • Site I — 9 borings • Site 2 — 1 boring • Site 3 — no borings • Sites 4 & 5 — 1 boring each • Site 6 — no borings • Sites 7 & 8 —1 boring each • Site 9 — no borings (abandonment only) • Site 10 — 2 borings • Sites 11 & 12 — no borings • Site 13 — 1 deep boring (Pressure Reducing Station) • Sites 14 & 15 — 3 botings combined. This totals 20 borings and is what our fee is based upon. However, if after our initial data search and during the preliminary design stage, it is believed that some of these borings are not necessary, we would be amenable to developing an amended scope with a commensary lower fee. Based on our understanding of the project, we have prepared the following scope of services for the geotechnical evaluation. Our proposed scope of services will include the following: PSOMAS Project Approach and Scope of Services — 6 I,,;, P- Provide 6'rt.ectApproach and;, Engineering ervices cFor the High West Side Pipeline Replacement Project Scope of Services • Project coordination and planning, including permit acquisition and scheduling the subsurface exploration. • Review of readily available background materials, including published geologic and seismic hazards maps, published literature, in-house information, stereoscopic aerial photographs, and reports and/or plans provided by the client. The seismic and geologic _ conditions affecting the area will be evaluated for their potential impacts on the proposed construction. • Performance of site reconnaissance to locate proposed borings for utility clearance and coordination with Underground Services Alert for underground utility location. • Providing limited traffic control, including lane closures, in general accordance with the W.A.T.C.H. manual. • Performance of a subsurface evaluation consisting of drilling, sampling, and logging of 19 small -diameter exploratory borings up to a depth of approximately 20 feet below the existing ground surface, or refusal. Two of these borings for site #5 and #8 will have limited access. The borings will be drilled with a truck -mounted drill rig using hollow -stem augers. The purpose of our borings will be to observe the subsurface soil and groundwater conditions along the alignment, and to collect samples for laboratory testing. The borings will be backfilled with the excavated soil and capped with concrete. The one deep boring for Site #13 (the Pressure Reducing Station) will be to a depth of approximately 50 feet below ground surface. • Performance of laboratory testing on selected, representative soil samples. Laboratory tests will include evaluation of in-situ moisture content and dry density, gradation, Atterberg limits, shear strength, sand equivalent, and soil corrosivity. • Compilation of data and analyze the information obtained from our background review, subsurface evaluation, and laboratory testing. Our geotechnical analyses and recommendations will include excavatability and compaction requirements of the on-site soils, temporary stability of the trench excavations, shoring pressures, modulus of soil reaction, pipe bedding guidelines, and corrosion potential of the on-site soils. • Prepare a geotechnical report presenting our findings, conclusions, and recommendations for design and construction of the proposed water lines and Pressure Reducing Station. The following assumptions have been used in preparation of the geotechnical portion of this scope of services: • There will be limited traffic control required for the drilling. Lane closures to perform the borings will be marked out with road signs and traffic cones. • Access to the site for subsurface exploration will be provided, and the site is accessible to truck -mounted drilling equipment. • Permits to drill along the alignment will be provided at no cost to Ninyo & Moore or Psomas. • Our geotechnical evaluation will not include any sampling, testing, or chemical analysis of hazardous materials, should they be encountered during geotechnical drilling at the site. These services can be provided, if warranted and if requested, as an additional scope of work. (�� n Task 5 — Final Design Final design will consist of those tasks indicated in the RFP Exhibit A. We will prepare o preliminary and final construction plans, specifications, and opinions of probable F'construction costs. At this time we anticipate the final contract plans will include the 37 �JY\ � drawings as detailed below: \\ • Title sheet, project vicinity map and general notes —one (1) sheet • Location/Index Sheets — two (2) sheets • Notes–one(1)sheet PSOMAS Project Approach and Scope of Services — 7 City of San Juan Capirtrano• • Proposal to Provide Engineering Services Prosect Approach and For the High West Side Pipeline Replacement Project Scope of Services • Pipeline plan and profile (1" = 40' horizontal; 1" = 4' vertical) — 24 sheets • Pressure Reducing Station on Rancho Viejo Road including two pipeline connection details and electrical -two (2) sheets • Details of Connections at nine locations along Del Obispo including Sites #2, #3, #6, #7, and #11 (five (5) separate connection locations) - two (2) sheets • Details of Connections (5 separate connections) at sites #5, #8, # 12 (2), and #14 including abandonment details for Site # 9 — one (1) sheet • Soil boring logs - four (4) sheets. Soil boring locations will be included on the appropriate plan sheets and the complete Geotechnical Report can be included as an appendix to the Specifications or just referenced as being available at the City's office for inspection by prospective bidders, as appropriate. No traffic control plans will be prepared (unless added as an addendum) as this will be the responsibility of the construction Contractor. Four (4) sets of drawings and specifications will be submitted to CSJC for their review, at the 75 percent and 90 percent stages of completion, including an opinion of probable construction cost with each submittal. We will incorporate CSJC's comments into the design documents. We anticipate that there would be one (1) meeting following each review by City staff during the final design phase. These meetings will be documented with appropriate meeting minutes. Construction drawings will be prepared using AutoCAD in accordance with CSJC PWD Digital Submission Standards.and specifications in Microsoft Word. An electronic copy of the AutoCAD files will be submitted to CSJC, also in accordance with PWD Digital Submission Standards. Copies of all geotechnical reports and structural calculations will also be provided. Task 6 — Permits Psomas will identify applicable permits as necessary for construction of the proposed project. Permit costs will be paid by CSJC. Task 7 & 8 — Bidding & Construction Support Psomas will provide the services described in detail in the City's Scope included in the RFP with the exception that we will also include attendance at one (1) pre -construction meeting at the beginning of Task 8, which seemed to be missing in the City's Scope. Task 8.1 in the City's Scope calls for providing a resident engineer on a full- or part-time basis, as required. Psomas has assumed a standard level of engineering support based on an assumed six-month construction schedule and not a full-time resident engineer. Since this item could be interpreted differently and is highly dependent on the quality of the contractor, the length of construction, and the level of support, we would reserve the right to request additional authorization should the work effort involved in Task 8 differ substantially from that included in our fee estimate. We have assumed a typical level of support similar to that provided on the recently completed Rancho Viejo Road project with the exception that we will review and adjust progress pay requests with the assistance of the City's resident inspector, as requested in the RFP. However, we have not included attendance at regular weekly construction meetings, but could for an additional fee. PSOMAS Project Approach and Scope of Services - 8 x Cay of San Juan Capistrano. _ T99 Propomi to Provide Engineering Services For the High West Side Pipeline Replacement Project Corporate Profile Team Qualifications and Experi,en:ce. Psomas is a leading consulting engineering firm specializing in the water, transportation, and land development markets. Ranked as one of ENR's Top 100 Engineering Finns in the U.S., we offer civil engineering, land surveying, planning and entitlements, program/construction management, natural resources, GIS consulting, and Special District Financing services to the public and private sector. The cornerstone of our business approach is to focus on our clients' long-term needs and guide our strategic growth to meet those needs. Our core strength is our multi -discipline teams of experts. Psomas' top-notch staff produces award-winning projects for our clients through innovation, creativity and cutting-edge technical expertise. Founded in 1946 by George Psomas, Psomas has grown into a full-service consulting firm of more than 850 employees with offices throughout California, Arizona, Nevada, Utah, Colorado, and Mexico. Through the recent acquisition of Daniel Boyle Engineering, Psomas now has additional staff with relevant experience in close proximity to the City of San Juan Capistrano with offices. Subconsultant N,n�O &�OOCe Ninyo & Moore, a California Corporation, is a 100 percent minority-owned, multidisciplinary consulting firm that provides high-quality geotechnical and environmental consulting services.. The firm was incorporated in 1986 to provide high-quality consulting services in geotechnical engineering, construction inspection and testing, engineering geology, hydrogeology, hazardous waste remediation and environmental assessment. Ninyo & Moore serves its clients through offices in Irvine, Ontario, Los Angeles, San Diego, and Oakland, California; Las Vegas, Nevada; Salt Lake City, Utah; and Phoenix, Arizona. With over 320 employees, the staff of professionals includes experienced and registered geotechnical engineers, civil engineers, environmental engineers, engineering geologists, hydrogeologists, environmental scientists, certified technicians and field inspectors, and hazardous waste and regulatory compliance specialists. The experience of Ninyo & Moore's geotechnical staff encompasses projects throughout the southwestern United States including transmission water mains, pipelines, sewers, pump stations, reservoirs, treatment plants, bridges, roads, highways, recreational educational, power plants, soundwalls, dams, waste -to -energy facilities, tanks, maintenance, and medical facilities, municipal and commercial structures, tunnels, transmission towers, harbors and offshore structures, railroads, airports, low- and high-rise structures, landfills, and other public and private works. PSOMAS Team Qualifications and Experience - 9 ' k . • City oI San Juan Capistrano • Y3 .q`j PR-oposaltoProvide Engineering Services team Qualifications a•;; For the High West Side Pipeline Replacement Project and: Exper=ience Mission Trail Transmission Main Replacement Project Lake Elsinore, CA Client Psomas was retained by the Elsinore Valley Municipal Water District to design ELSINORE VALLEY approximately 7,000 lineal feet of 24 -inch diameter ductile iron transmission main MUNICIPAL WATER to replace a PVC pipeline which had failed in numerous places. The project which DISTRICT is currently about 90% complete involved evaluation of alternative alignments along 3 13 15 Chaney Street Mission Trail, a heavily traveled highway located within two jurisdictions, the City of Lake Elsinore, CA 92531 Lake Elsinore and unincorporated areas of Riverside County. Following extensive utility research and coordination, a recommendation was made to remove the existing PVC Contact pipeline and install a new ductile iron pipeline along the same alignment. Phil Miller, Director of Engineering Given that this was a replacement project, special attention was provided to salvaging Joe Mouawad, Senior Engineer and re -using over 40 valves ranging in size from 12 inches to 24 inches in diameter. Ryan Huston, Project Manager Further cost reductions were also realized through the re -use of existingductile iron pipe (951) 674-3146 undercrossings. Project Dates 2006-2007 Client CITY OF SAN JUAN CAPISTRANO 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Contact Joe Mankawich (949) 487-4313 Other project tasks included preparation of aerial topographic mapping and base sheets, preparation of a geotechnical report, which also included design criteria for a proposed future 33 -inch diameter trunk sewer, miscellaneous potholing along the alignment, preparation of a CEQA Notice of Exemption and applications for all required construction permits, The contract documents included project specifications, plan and profile sheets, connection drawings, detail drawings and traffic control plans. Prior to advertising the project for construction, a community meeting will be held at which comments will be gathered and incorporated in the final plans as appropriate. Psomas will also provide professional services during the project bid phase including attendance at the pre-bid meeting, miscellaneous technical support, preparation of addendum as needed, attendance at the bid opening and recommendation of award consideration. Rancho Viejo Road Recycled Water Pipeline San Juan Capistrano, CA The City of San Juan Capistrano is expanding its recycled water supply and selected Psomas to design this important, initial element of their system. The project involved a connection to Moulton Niguel Water District's recycled water system at Via Escolar, a metering vault and approximately 7,400 linear feet of 12 -inch C-905 PVC in Rancho Viejo Road. As this supply line is extended further south in the future, the plan is to feed recycled water in the opposite direction from the SOCRA wastewater reclamation plant. Psomas also designed an additional 1,700 linear feet of 16 -inch C-905 domestic water line parallel to a portion of the recycled water line to beef up the domestic water system in the area. Psomas was responsible for design survey, preparation of a preliminary design report, final design (PS & E), environmental documentation, permit assistance and bidding and construction support services and supervised structural, geotechnical and electrical subconsultants on the project. The connection to MNWD's supply and the metering vault were designed to that district's standards and MNWD's approval was obtained and the remainder of the project was designed to City standards. The metering facility involved a below -ground, 12'x 6' pre- cast vault complete with meter, pressure sustaining valve, shut-off valves, sump pump and ventilation system. The project also involved hanging of a 220 -foot portion of the pipeline on the existing Trabuco Creek Bridge, including structural and permitting services. P S O M A S Team Qualifications and Experience — 10 City of San Juan Capistrano• eam Qu:aRi:fiati:o;ns Proposal to Provide Engineering Services _^o• For the High Wert Side Pipeline Replacement Project and Experk@C1.�Cte San Jacinto Recharge and Pipeline Project Design San Jacinto, CA Client Psomas was retained by Eastern Municipal Water District (EMWD) to prepare plans and EASTERN MUNICIPAL specifications for a multi -faceted project including pipeline design. The project consisted WATER DISTRICT of three primary elements to deliver untreated State Project Water to the San Jacinto River 27270Trumble Road area, to recharge this water into the local aquifer, and to extract the water for use during Perris, CA 92572 peak demand periods, as well as during drought periods. Contact The delivery system consisted of improvements to two pump stations to increase the Ralph Phraner capacity of the existing delivery system to the recharge area. At the Warren Road Pump (95 1) 928-3777 Station, a small electric driven pump was replaced with a 350 -hp pump and natural gas engine, and a new 300 -hp pump was added to the Commonwealth Pump Station. These pump station improvements included all necessary appurtenant electrical, piping, metering, and instrumentation improvements. The recharge area improvements included a preliminary grading analysis; then, preparation of plans and specifications to construct six basins with a capacity of approximately 13 acre-feet each within a wide area of the San Jacinto River where percolation rates were demonstrated to be advantageous. A low -flow by-pass channel was also designed to divert storm flow to the other side of the riverbed. These grading improvements involved over 46,000 cubic yards of total earthwork. To deliver the water to the basins, a manifold piping system was designed, consisting of over 3,000 linear feet of 24- to 46 -inch CMLC piping including two 150 -foot jacked casings under the existing Army Corps of Engineers' levee, two control valves and meters, and two inlet structures in the basins. Extraction wells including appurtenant piping improvements to deliver this water to the District's existing distribution system were the final elements of the project. Approximately 3,000 linear feet of 16- to 24 -inch transmission pipeline improvements were designed to effectively integrate these three new sources of water supply into the system. The three extraction wells were designed to depths of 1,550 feet and equipped with 400 hp, deep -well, vertical turbine pumps and motors (two electric- and one natural gas -driven) and other appurtenant site work, piping, valving, metering, disinfection, and control facilities. In addition to the extraction wells, three monitoring wells were also designed to comply with regulatory requirements, enabling the District to monitor water quality and groundwater levels. One of these monitoring wells was designed to a depth of 800 feet and equipped with four separate casings, while the other two were shallow, single - eased wells to a depth of 70 feet. Psomas accomplished all topographic mapping and survey services involved in this multi -disciplined project, as well as prepared legal descriptions for acquisition of the necessary properties by EMWD. Assistance was provided to the District with relation to obtaining permits from the Riverside County Flood Control and Water Conservation District, USACOE, US Fish and Wildlife Service, and the California Department of Health Services. PSOMAS Team Qualifications and Experience - I I i .., City of San Juan Capistrano • ^f i99 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Client WEST BASIN MUNICIPAL WATER DISTRICT 17140 S.Avalon Blvd. Carson, CA 97046 Contact Paul Cook (with WBMWD during project) (949) 453-5300 Client CITY OF TUSTIN Engineering Department 300 Centennial Way Tustin, CA 92680 Contact Dana Kasdan, Engineering Services Manager (714) 573-3171 Client SANTA MARGARITA WATER DISTRICT 261 1 1 Antonio Parkway Rancho Santa Margarita, CA 92688 Contact Dan Ferons Chief Engineer (949) 459-6590 Team+ Q.ualfflzations and Experience Reverse Osmosis Water Off -Site Piping Carson, CA Psomas was retained to provide preliminary engineering design, prepare construction plans and specifications, and provide construction services for two parallel 16 -inch, 9,200 - foot -long pipelines in El Segundo Boulevard. The pipelines carry reverse osmosis product water from the District's plant to a major oil refinery. Issues that had to be addressed included pipeline material selection to mitigate corrosion concerns, construction methods to minimize traffic congestion, project scheduling, and coordination with a myriad of agencies including Caltrans. MCAS Tustin Pipeline Plan Tustin, CA The Federal Government closed the 1,600 -acre Tustin Marine Corps Air Station (MCAS). The City of Tustin is using the federal funds to build the infrastructure for future development, including streets and utilities. The site will be developed in phases. Psomas worked on the westerly phase. Psomas, as a subconsultant to Boyle Engineering, provided the design of water, reclaimed water, and sewer mains for this project. Demolition plans, the coordination of demolition of utilities, and the installation of buildings with new infrastructure were also provided. The design included approximately 9,530 linear feet of 8- to 18 -inch PVC and DIP water mains, approximately 8,350 linear feet of 6- to 16 -inch PVC and DIP reclaimed water mains, and approximately 1,120 linear feet of 8- to 27 -inch VCP sewer collector and trunk mains. Utility investigation was a major consideration during design, given the history of the base and the number of underground utilities on the base. This project had special considerations including a tight schedule, working with existing site conditions (including utilities), and performing the land surveying while the base was still is operation. South Bend Road Pipeline Rancho Santa Margarita, CA Psomas was retained to design and prepare construction drawings and contract documents for a domestic water transmission main, a non-domestic water transmission main, a trunk sewer, and a sewer force main in South Bend Road within Coto de Caza. Theproject included 5,100 linear feet of 10 -inch sewer force main; 4,300 linear feet of 12 -inch PVC domestic water main; 4,300 linear feet of 12 -inch CML&C non-domestic water main; and 1,700 linear feet of 15- and 12 -inch gravity trunk sewer. Psomas also provided construction engineering services including shop drawing reviews and construction staking. PSOMAS Team Qualifications and Experience - 12 _- a City of San Juan Capistrano • B 99 Proposal to Provide Engineering Services °earn Qualifications For the High West Side Pipeline Replacement Project and Experience Fullerton College Fire Water System Improvements Fullerton, CA Client The North Orange County Community College District retained Psomas to prepare a NORTH ORANGE COUNTY master plan to upgrade the campus -wide fire water system for Fullerton College and to - COMMUNITY COLLEGE design the recommended improvements. These improvements were needed to serve DISTRICT proposed new buildings and upgrade service to existing campus structures. Some off-site 1830-B Wert Romneya Dr. improvements to the City of Fullerton's water system were also recommended as well as Anaheim, CA 92801 new services from the City system. Contact Psomas prepared a computer model of the existing fire water system and determined Harold Abeln necessary facility improvements to attain required fire hydrant and fire sprinkler flow to (714) 578-8421 all campus facilities. The recommended system improvements were then designed and are currently being reviewed by campus, City of Fullerton, and Department of the State Architect staff for approval before being constructed. Approval of the master fire water plan and fire access plan was also obtained from the City of Fullerton Fire Department. Improvements consisted of 900 linear feet of 12 -inch, 1,500 linear feet of I0 -inch and 4,400 linear feet of 8 -inch diameter water lines including valves, fire hydrants and appurtenant facilities. Recycled Water Distribution System Project Date Escondido, CA 2002 Client DBE Psomas prepared the plans and specifications for approximately 46,000 linear feet CITY OF ESCONDIDO of 4 -inch, 6 -inch, 8 -inch, and 16 -inch diameter recycled water pipelines and one pressure 201 North Broadway reducing station. This project included approximately 108,000 linear feet of recycled Escondido, CA 92025-2798 water transmission mains with sizes ranging up to 24 inches in diameter with construction Laguna Beach, CA 92651 taking place in existing city streets. The project included 50,000 feet designed as mortar - Contact lined coated steel pipe and smaller diameter pipelines designed as DIP and PVC. Neil Greenwood included jacking and boring of a 24 -inch steel casing (760) 839-4292 beneath Metrolink railroad right-of-way, design of a Beach Road Waterline and Pressure Reducing Station Dana Point, CA Client DBE Psomas prepared the preliminary design SOUTH COAST WATER report, plans and specifications for the construction DISTRICT of 300 IS. of 12 -inch DIP, restrained joint water 31592 West Street main. This pipeline connected the District's high Laguna Beach, CA 92651 pressure Water Importation 27 -inch pipeline to Contact a 6 -inch distribution main in Beach Road and Michael Dunbar, PE included jacking and boring of a 24 -inch steel casing (949) 499-4555 beneath Metrolink railroad right-of-way, design of a Pressure reducing and pressure relief valve structure, geotechnical investigation, permit processing with Metrolink and the City of Dana Point. The pressure reducing station was located below ground in pre- cast vault with traffic cover. PSOMAS Team Qualifications and Experience - 13 z Clryof San Juan Capistrano • ? j5 93 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Team Qualifications. and Experience Los Penasquitos Reclaimed Water Pipeline San Diego, CA Client Psomas was retained to provide the engineering and design for the installation of CITY OF SAN DIEGO approximately 9,000 feet of 24-indh reclaimed water pipeline between the Canyonside Water Department -CIP Reclaimed Water Pump Station (also designed by Psomas) located in the Canyonside Park, Program Management through the park and Los Pefiasquitos Canyon to a future pipeline connection located Division approximately 1,500 feet north of Park Village Drive along Camino Del Sur. Design is in 600 B Street, Suite 700 accordance with the Water Department CIP Guidelines and Standards. San Diego. CA 92101 The EIR approved the pipeline alignment through the park and preserve under the Contact condition that the pipeline would only disturb a 30 -foot wide corridor. George Freiha Associate Civil Engineer The current conditions of this alignment include paved park access roads, unpaved access (619) 533-7449 roads, City designated trails, natural vegetation, and City streets. The supplemental surveying services include obtaining title reports; providing easement documentation; providing plats and legal descriptions; preparation of temporary construction easements; and preparation of permanent easements. Design will include assessing the recommended alignment and determining whether any revisions to the alignment are necessary to keep the project within budget and on schedule to mitigate environmental issues and to accommodate other design considerations, such as construction phasing and community concerns. Also, for crossing the wetlands, evaluation will be provided for tunneling versus open cut construction methods. Planning Area 6 Zone 4 and Zone C Reservoirs, Zone 4/6 BPS and Zone C/D BPS Irvine, CA Client/Contact DBE Psomas prepared the preliminary design report, plans and specifications for a 3.5 IRVINE RANCH WATER MG domestic water and a 2.2 MG recycled water partially buried pre -stressed concrete DISTRICT tank, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD 15600 Sand Canyon Avenue pumps each, reservoir management chlorination system, grading and site improvements, Irvine, CA 92618 access road, 1,000 LF of 20 -inch domestic water pipeline, 1,000 LF of 24 -inch recycled Steve Malloy, PE water pipeline, 1,000 LF of 24 -inch storm drain, site piping, drains, and vaults. (949) 453-5570 PSOMAS Team Qualifications and Experience — 14 City of San Juan Capistrano ('� l �: fii E 799 Proposal to Provide Engineering Services am Quafl-catlo.n_s For the High West Side Pipeline Replacement Project &;.fLd Experience Water Main Replacement at Various Locations National City and County of San Diego, CA Client Psomas was retained to provide the engineering and design for the preparation of the SWEET WATER AUTHORITY construction plans for replacement of 6 -inch through 16 -inch diameter deteriorating cast P.O. Box 2328 iron mains at various locations. (505 Garrett) Chula Vista, CA 92012 Phase I sites included: - Paradise Drive — 8 -inch PVC Contact - l Ith Street— 8 -inch PVC Jim Smyth - 5th Street west of Harbison Avenue — 6 -inch PVC Hector Martinez - 20th Street — three segments, each having 8 -inch PVC (619) 422-8395 - Prospect Street— 6 -inch PVC - 13th Street— 8 -inch PVC Phase II sites included: -Beta Street — 8 -inch PVC . 22nd Street — 8 -inch PVC - 5th Street — 8 -inch PVC - Prospect Street— 8 -inch PVC -Alta Drive— 8 -inch PVC - Ridgeway Drive — 8 -inch PVC - 7th Street- 6 -inch PVC - Highland Avenue - 12 -inch PVC - National City Boulevard - 12 -inch PVC Phase III site included: - 24th Street— 16 -inch PVC Phase IV survey and design included: - Country Club Lane — CV, 8 -inch - Second Avenue — CV, 8 -inch - I Street — CV, 12 -inch - Fifth Avenue — CV, 8 -inch Phase V design included: - B Avenue — NC, 8 -inch - Cleveland Avenue — NC, 8 -inch - McKinley Avenue — NC, 8 -inch - Broadway — CV, 16 -inch - H Street - BS, 24 -inch - Granger Avenue — NC, 8 -inch - 8th Street — NC, 8 -inch Phase VI included: - 24th Street — NC, 6 -inch - National City Boulevard Bridge — NC, 16 -inch - 5th Avenue — CV, 8 -inch - "Granger" Line— CV - Bonita Road — CV, 8 -inch - Vista Coronado/Lynwood Hills — CV, 8 -inch - Vista Nacion/Lynwood Hills — CV, 8 -inch -N.C. Boulevard—NC, 12 -inch - Oxford Street — NC, 8 -inch P S 0 M A s Team Qualifications and Experience — 15 111. s City of San Juan Capistrano• os .�• 99 Propal to Provide Engineering Services For the High West Side Pipeline Replacement Project Client PADRE DAM MUNICIPAL WATER DISTRICT 10887 Woodside Avenue Santee, CA 92071-9003 Contact Pat Rymer, Engineer (619) 258-4646 tam Qualifications and Exp*rience Undersized Water Main Replacements Harbison Canyon, Blossom Valley and Crest (East San Diego County), CA This project involves the design of 8,500 lineal feet of water main replacements within the eastern service area of the Padre Dam MWD and includes approximately 3,000 feet of new 8 -inch water main, 3,500 feet of new 6 -inch main, and approximately 2,000 feet of new 4 -inch main. New valves were also provided. Ground level surveys have been completed and topographic base maps prepared. The preliminary alignment designs were completed and submitted to the District for approval in February 1999. The following items were provided: 1 Research of existing utilities and assessors parcel maps. 1 Analyzed existing small diameter pipes to determine if the new up-sized pipe should be replaced or paralleled, and if paralleled, to evaluate the optimum alignment. 1 Plan and profile of alignment with existing utilities for each site, and provide details where necessary. 1 Calculations to determine the class of PVC to use. / Thrust calculations on PVC fittings. / Site visits to check actual existing utilities with drafted version, and confirmation that the chose routing is adequate. 1 Report on discussion and explanation for pipe route chosen for each site. 0 Specifications and general notes attributed to this project for PDMWD, all based on their standards. 0 Evaluation and monitoring available budget. PSOMAS Team Qualifications and Experience — 16 10 -Inch By -Pass Water Pipeline Along Pacific Coast Highway Los Angeles County, CA Client This project includes design and construction of a by-pass system consisting of three LOS ANGELES COUNTY 10 -inch water pipelines to serve as a by-pass to a larger pipeline, over a distance of DEPARTMENT OF PUBLIC approximately 3,500 LF of expected landslide in the Malibu area of the Pacific Coast WORKS Waterworks Maintenance Highway. The water pipelines in this area have, in the past, been subject to frequent Division breakage due to landslides triggered by seismic activity in this area. Psomas worked with P.O Box 1460 the County of Los Angeles and a qualified geotechnical firm to pinpoint the area of highest Alhambra, CA 91802 probable landslide and to propose a design to the County for a by-pass system that would ensure a level of water service, in case of the failure of the existing pipeline. The pipeline Contact is located in a heavily trafficked portion of Pacific Coast Highway and requires special Michael Ignatius (626) 300-3396 considerations in the design to address the high volume of traffic during construction and geotechnical investigation. PSOMAS Team Qualifications and Experience — 16 CRy of lapistrano • Prouan Cvide Engineering Services arra. Qualifications ProposalSan to Newport Beach, CA 92663 ^an• '1 "' For the High Wert Side Pipeline Beplacement Project and Experience water main will be generally located along the north (westbound) side of Irvine Avenue and Irvine Ranch Water District, Irvine Lake Pipeline the pipeline invert will extend up to approximately 15 feet below the existing pavement Valve Vault at Rattlesnake Pump Station surface. In addition, the project will include a gravity sewer main (approximately 500 feet in Irvine, CA Client Psomas provided design engineering services to prepare plans and specifications for IRVINE RANCH WATER the reconstruction of sections of the Irvine Lake Pipeline (ILP), the valve vault, and its DISTRICT appurtenances. The project also included evaluation, recommendation, and preparation 3512 Michelson Drive of specifications for the repair of two 30 -inch valves and their mechanical and electrical Irvine, CA 92675 components. Psomas also provided construction support services to the District including findings and geotechnical recommendations for design. observation of valve testing, contract coordination, and as -built drawings. Contact JeffPE The ILP is a transmission pipeline within Irvine Ranch Water District's Non -potable (949)) 453-5540 453-5 Water System. It allows IRWD to provide non -potable water to agricultural customers and to supplement the reclaimed water system. The ILP Valve Vault at Rattlesnake Pump Station No. 2 is a 12 -foot by 17 -foot, 12 -foot deep, 9 -inch thick, pre -cast panel concrete vault that houses two 30 -inch motorized butterfly valves that serve the ILP Lambert Reach 54 -inch pipeline, and an 18 -inch meter butterfly valve serving the Rattlesnake Pump House No. 2 area. /'/i qv&ffioor8 Irvine Avenue Water & Sewer Mains City of Newport Beach, CA Client Ninyo & Moore has been retained to provide a geotechnical evaluation for the proposed CITY OF NEWPORT BEACH pipelines to be constructed along Irvine Avenue in Newport Beach and unincorporated 3300 Newport Boulevard Orange County, California. A 24 -inch steel water main is being proposed along Irvine Newport Beach, CA 92663 Avenue from University Drive to Bristol Street (approximately 4,500 feet in length). The Client water main will be generally located along the north (westbound) side of Irvine Avenue and Contact the pipeline invert will extend up to approximately 15 feet below the existing pavement Michael Sinacori surface. In addition, the project will include a gravity sewer main (approximately 500 feet in (949)644-3011 length) for the Costa Mesa Sanitation District, and a 12 -inch waterline (approximately 1,300 Fountain Valley, CA 92728-8127 feet in length) for the Irvine Ranch Water District. Services will include review of geologic and geotechnical background information pertaining to the site; excavation, sampling Contact and logging of large and small diameter borings, laboratory testing of representative soil Alberto Acevido samples; engineering analyses; and preparation of a detailed written report presenting our (7 14) 593-7846 findings and geotechnical recommendations for design. *57ri&/ f►oore Newport Trunk Sewer and Force Mains Newport and Huntington Beach, CA Client Ninyo & Moore was retained to provide geotechnical consulting services for the proposed ORANGE COUNTY Newport Trunk Sewer and Force Mains straddling the cities of Newport Beach and SANITATION DISTRICT Huntington Beach, California. We understand that a new force main is being considered to P.O. Box 8127, replace existing facilities. Two general alignments are being considered. The first proposed Fountain Valley, CA 92728-8127 alignment includes three alternatives (Nos. 1A, 113, and 1C), approximately 6,600 feet in length, which generally extend along Pacific Coast Highway (PCH) from the existing Contact Bitter Point Pump Station across the Santa Ana River channel and Talbert channels to Alberto Acevido Brookhurst Avenue. The second proposed alignment includes two alternatives (Nos. 2A (7 14) 593-7846 and 2B), approximately 7,100 feet in length, which extend from the existing Bitter Point Pump Station, across the open area known as Banning Ranch north of PCH, across the Santa Ana River channel, and onto the OCSD Plant No. 2 site. PSOMAS Team Qualifications and Experience — 17 Ciry of San Juan Capisrnno • am Qualifcatic>ns Proposal to Provide Engineering Services c 'i•%+'"r For the High West Side Pipeline Replacement Project and EXp.erien.ce Af%,7q,u&*,guru SC -04 South Connectors 1 and 11 Pipeline Project San Juan Capistrano, CA Client Ninyo & Moore was retained to provide geotechnical consulting services for the SC -04 -_ CAPISTRANO VALLEY South Connectors I and Il pipeline project located in San Juan Capistrano, California. WATER DISTRICT C/O The proposed project consisted of the design of approximately 4,300 lineal feet of a MALCOLM PIRNIE 20 -inch -diameter water main (South Connector 1) beginning near the intersection of 1902 Wright Place Ortega Highway and Avenida La Pata. The pipeline continued south along Avenida La Suite 180 Pata and then traverses southwesterly across City of San Juan Capistrano open space to Carlsbad, CA 92008 a point near the proposed Whispering Hills Reservoir site. In addition, South Connector Contact II is approximately 14,806 lineal feet of 20 -inch pipeline beginning at a connection with Contact South Connector I and continuing southwesterly across City of San Juan Capistrano open Paul Wilson space to the proposed site of the future SC -04 Terminal Reservoir. There are also two (760) 602-3800 12 -inch -diameter pipelines: one approximately 1,450 lineal feet to area "H" subdivision and one approximately 1,200 lineal feet to the Glenfed subdivision. Our services included a review of geologic and historical background information; drilling, sampling, and logging of several exploratory borings; performance of laboratory tests to evaluate soil characteristics; geologic and engineering analyses; and preparation of a written report presenting our findings and geotechnical recommendations. )V1/11/0&/more Del Obispo Street Widening Project, Aguacate Road, North Of Calle Aspero San Juan Capistrano, CA Client Ninyo & Moore was retained to provide geotechnical evaluation for the proposed street CITY OF SAN JUAN widening along Del Obispo Street from Aguacate Road to approximately 400 feet north of CAPISTRANO C/O ADAMS Calle Aspero in San Juan Capistrano, California. The purpose of the study was to evaluate STREETER the subsurface con-ditions along the northerly portion of the project site and to provide 15 Corporate Park geotechnical recommendations for the design and construction of a new 5 -foot -wide Irvine, CA 92606 roadway section and an approximately 3- to 5 -foot -high retaining wall near the southerly end of the project area. Our subsurface evaluation consisted of the drilling, logging, and Contact sampling of several small -diameter borings to depths of approximately 5 to 7 feet below Khoon Tan the existing grade. The purpose of the bor-ings were to evaluate the existing pavement (949) 474-2330 structural section along Del Obispo Street within the project area, observe the subsurface conditions, laboratory testing on collected soil and ma-terials samples, and geotechnical analysis of the data collected and preparation of a detailed written report presenting our findings and recommendations. P S O MAS Team Qualifications and Experience — 18 x . Ory of San Juan Capistrano • v5 `9f Proposal to Provide Engineering Services m for the High West Side Pipeline Replacement Project Resumes 0 Rroj:ect Team In assigning personnel for key positions on our team, we have selected individuals who already have proven track records in successfully delivering high quality project work similar to the requirements stated in the City's RFP. The matrix below summarizes the disciplines covered by our project team. We have assigned multiple Project Engineers and Designers due to the tight schedule and envision working two teams, each on different elements, for the total project. Resumes for each team member are included on the following pages. Organizational Chart PSOMAS Project Team— 19 City of San Juan Gapistnno • 0 Proposal to Provide Engineering Services For the High West Side Pipeline Replacement Project Project Team PSOMAS Michael D. Swan, PE Awards 1995 Outstanding Engineering Relevant Project Experience Merit Award, Orange County Rancho Viejo Road Recycled Water Pipeline, San Juan Capistrano, CA: Project Engineering Council Project Manager Education Mr. Swan has 34 years of experience in project engineering and management of diverse 197085/Civil Engineering/ public works and public finance projects throughout Southern California. He has extensive --_ University of California, Davis experience in water resources master planning and design including drainage projects, as other firms for 30 years.. well as the development and implementation of financing for these and other public works Registration projects. ngine r/Civired Professional Engineer/Civil/CA #25737 prior to joining Psomas, Mr. Swan was the owner of a consulting engineering company specializing in Water Resources, Land Development Support, and Public Finance Affiliations Services. He was responsible for business development, client contacts and marketing. ci on of California Water Association Age Prior to starting his own firm, Mr. Swan served with other consulting engineering firm for more than 20 years, holding senior management positions including Vice President Orange County water Association and Regional Manager. He also served previously as Program Engineer for The Irvine Company. Awards 1995 Outstanding Engineering Relevant Project Experience Merit Award, Orange County Rancho Viejo Road Recycled Water Pipeline, San Juan Capistrano, CA: Project Engineering Council Manager for this recycled water pipeline including a connection to Moulton Niguel Water District's system and a metering vault, 7,400 linear feet of 12 -inch C-905 PVC in Rancho Experience Viejo Road. Psomas was responsible for design survey, preparation of a preliminary With Psomas for 5 years: with design report, final design, environmental documentation, permit assistance and bidding other firms for 30 years.. and construction support services and also supervised structural, geotechnical and electrical sub -consultants on the project. An additional 1,700 linear feet of domestic water line was added to this project parallel to a portion of the recycled water line. The metering vault involved a below -ground, 12'x 6' pre -cast vault complete with meter, pressure sustaining valve, shut-off valves, sump pump and ventilation system. The project also involved hanging a 220 -foot portion of the pipeline on the existing Trabuco Creek Bridge, including structural and permit services. San Jacinto Groundwater Recharge and Recovery Project, San Jacinto, CA: Assisted with project management duties on the planning, preliminary design, and preparation of a grant application to the Department of Water Resources on behalf of Eastern Municipal Water District for a proposed recharge and recovery project. The ultimate project would recharge up to 45,000 acre-feet of State Project Water from Metropolitan Water District into the Hemet -San Jacinto groundwater basin primarily during the winter months and extract it during the summer months, and involved local stakeholder and regional agency participation. The ultimate project includes two major pump stations over seven miles of pipeline delivery system, 15 recharge basins in the San Jacinto River, and eight extraction wells in addition to telemetry and control facilities. Following completion of this work effort that included deliverables of a feasibility report submitted to DWR and a preliminary design report, Psomas was authorized by the District to move into the design phase for the first phase of the project. Mr. Swan served as Project Manager on this design effort including preparation of plans and specifications for two pump station capacity expansions, six recharge basins, pipelines to deliver the water to the basins, three extraction wells, and assistance with agency approval and pemmitting. Carson Street Waterline, Long Beach, CA: Served as Project Manager on project utilizing computer modeling techniques to develop the optimum supply line and looped system for the 100 -acre Long Beach Towne Center. Subsequently, design included 3,100 linear feet of 12 -inch diameter water main, primarily in Carson Street from the P S 0 M A S Project Team k City of San Juan Capistrano • 99 Proposal to Protide Engineering ervices For the High Wen Side Pipeline Replacement Project Project Team PSOMAS Michael D. Swan, PE (continued) Los Coyotes Diagonal to the Center. This fast-track project also involved a design for hanging the ductile iron pipe on the Carson Street Bridge over the San Gabriel River and coordination with LA County DPW and their structural engineering consultant. _ On -Call Design Services, Los Angeles County Department of Public Works: Served as Project Manager and Primary Client Representative for a 3 -year, on-call contract with the LA County Department of Public Works Waterworks and Sewer Maintenance Division. Morning Trail/Meandering Trail WTM, Rancho Santa Margarita, CA: Design and construction support services for the 16 -inch Zone II and III water transmission main in Morning Trail and Meandering Trail including two connections to existing mains in Oso Parkway and an emergency interconnect facility between the zones via a check valve and a pair of hydrant -risers. El Dorado Park Wellhead Collection Line, Long Beach, CA: Performed layout and design of 2,500 feet of 12- to 20 -inch pipeline connecting three wells in the 100 -acre Long Beach Towne Center commercial development to the EI Dorado Park Wellhead Transmission Line in Carson Street, which will supply this new water source to the Long Beach Water Department's Treatment Plant. Antonio Parkway Nondomestic Water Transmission Line, Rancho Santa Margarita, CA: Prepared plans and specifications for nearly four miles of 16 -inch non-domestic pipeline from a new well adjacent to San Juan Creek up Antonio Parkway to Crown Valley Parkway. These plans were prepared in a short timeframe so that the pipeline could be installed just prior to the County's contractor paving the roadway. District Engineer for Trabuco Canyon Water District, Orange County, CA: As District Engineer for Trabuco Canyon Water District, provided consulting services for eight years including plan checking subdivision improvement plans, tract maps, parcel maps, and other capital improvement plans for water, wastewater and reclaimed water facilities, as well as legal descriptions and plats for right-of-way dedication. Also responsible for toaster planning and connection fee analysis. PSOMAS Project Team n City of San Juan Capistrano • '99 Proposal to Provide Engineenns ervices For the High West Side Pipeline Pepiacement Project _ PSOMAS Education BS/Civil Engineering/ 19841 California Polytechnic State University, San Luis Obispo Registration California R.C.E. No. 44497 Affiliations American Water Works Association Orange County Water Association American Society of Civil Engineers National Fire Protection Association California Water Environment Association Joseph L. Boyle, PE QA/QC Pro j,ect Team: Mr. Boyle's qualifications include extensive experience in planning and design of water transmission, distribution and storage facilities and preparation of plans and specifications for water and sewer main design, storm drain design, and roadway design, as well as construction phase services. Mr. Boyle also has extensive experience in planning and design of public works projects including site development, grading and storm drain design, streets and highways. As Vice President and Senior Project Manager of the Laguna Hills office, Mr. Boyle has overall responsibility for all client services provided from this office. Relevant Project Experience Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans, and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and site improvements, access road 1,000 If of 20 -inch domestic water pipeline, 1,000 If of 24 -inch recycled water pipeline, 1,000 If of 24 -inch storm drain, site piping, drains, and vaults. Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans for approximately 500 If of 18 -inch recycled water line in Muirlands Boulevard from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report and plans and specifications for approximately 3,400 If of 12 -inch diameter PVC pipe, 7301f. of 12 -inch steel pipe in Caltrans bridge, 5,000 If. of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans, City of Irvine and City of Lake Forest. Pressure Reducing Station, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for a recycled water pump station and domestic water pressure reducing station housed in a single building. Included design of two 630 glint, 60 HP pumps, automated ball valves for flow control and surge tanks on suction and discharge side of recycled mains, electrical instrumentation and controls, 3 domestic water pressure reducing valves (8 -inch, 6 -inch and 3 -inch) and site piping and improvements. Construction phase services include surveying, response to RFI's and review of shop drawings. R-6 Transmission Pipe, EI Toro Water District, Lake Forest, CA: Prepared plans and specifications for approximately 4,5001f of 24 inch water transmission main, piping and valve improvements in the bypass flow facility, and valve and piping installation at the main pressure reducing station. PSOMAS Project Team PA Zones 61D Reservoirs, Irvine Ranch Water District, Irvine, CA: Prepared Experience preliminary design report, plans, and specifications for 2.5 MG domestic water and 0.66 With DBE Psomas for 10 years MG recycled water partially buried pre -stressed concrete tanks, 1,200 if 16 -inch domestic (merged with Psomas Nov. water and 1,200 if of 20 -inch recycled water transmission mains, control valve stations, 2006); with other firms 12 years reservoir management system, access road grading, site grading and remedial earthwork, site piping, and drains. Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans for approximately 500 If of 18 -inch recycled water line in Muirlands Boulevard from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report and plans and specifications for approximately 3,400 If of 12 -inch diameter PVC pipe, 7301f. of 12 -inch steel pipe in Caltrans bridge, 5,000 If. of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans, City of Irvine and City of Lake Forest. Pressure Reducing Station, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for a recycled water pump station and domestic water pressure reducing station housed in a single building. Included design of two 630 glint, 60 HP pumps, automated ball valves for flow control and surge tanks on suction and discharge side of recycled mains, electrical instrumentation and controls, 3 domestic water pressure reducing valves (8 -inch, 6 -inch and 3 -inch) and site piping and improvements. Construction phase services include surveying, response to RFI's and review of shop drawings. R-6 Transmission Pipe, EI Toro Water District, Lake Forest, CA: Prepared plans and specifications for approximately 4,5001f of 24 inch water transmission main, piping and valve improvements in the bypass flow facility, and valve and piping installation at the main pressure reducing station. PSOMAS Project Team rf City of San Juan Capistrano • 99 Proposal to Provide En6neerin 'ices For the High Wert Side Pipeline Replacement Project Project Team, PSOMAS Joseph L Boyle, PE (continued) Ladera Ranch Phase 3 Domestic Water Transmission Mains and Pressure Reducing Station, Trunk Sewer Mains, Recycled Water Transmission Mains and Pressure Reducing Station, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for 16,000 l.f. of 16 -inch 0905 PVC domestic water transmission mains, 5,4001.f. of 12 -inch and 15 -inch PVC trunk sewer mains and 9,6001.£. of 12 - inch C900 PVC recycled water mains. Plans were also prepared for a domestic'water pressure reducing station facility which included three pressure reducing valves (8 -inch, 6 -inch and 4 -inch) and a pressure relief valve within a CMU block building designed to match developer architectural theme. A recycled water pressure reducing station with two pressure reducing valves and a pressure relief valve contained by a CMU block wall. Outlet of recycled water pressure relief valve drain line was connected to trunk sewer. Construction phase services included review of shop drawings, response to RFPs and record drawings. Ladera Ranch Phase 2 Water Transmission Mains, Pressure Reducing Stations, and Nondomestic Water Pipeline Facilities Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for the construction of 18,000 l.f. of 8 -inch through 30 -inch PVC and CML&C steel water transmission mains and 4,000 l.f. of fl- inch through 12 -inch PVC nondomestic irrigation water transmission main. Plans were also prepared for two domestic water pressure reducing stations with CMU block wall buildings designed to match developer's architectural theme, including all mechanical and site improvements. These facilities provided service to Phase 2 of the planned Ladera Ranch community. Construction phase services were also provided including shop drawing review and construction management assistance. Ladera Ranch Phase 1 Trabuco Creek Water Transmission Mains, Trunk Sewer, Force Mains and Nondomestic Water Facilities, Santa Margarita Water District, Las Flores, CA: Preparation of plans and specifications for the construction of over 14,000 IS. of 16 -inch CML&C steel water and nondomestic water transmission mains, 3,000 l.f. of 10 -inch & 12 -inch PVC & HDPE sewer mains and 9,6001.£. of 12 -inch PVC sewer force main. These pipelines were constructed within an existing, habitat -sensitive ranch road along Trabuco Creek and within a regional, multiplex sports park. The 12 -inch force main was designed for conversion to a gravity sewer main, including manholes, at a future date when infrastructure is completed within the Ladera Ranch community. Design of an all-weather access road and drainage improvements were also included in the scope of services. Construction phase services were provided including shop drawing review and construction management assistance. Recycled Water Service Conversions of Bluff Park, Bixby Park, Bixby Park Annex and Stearns Park, Long Beach Water Department, Long Beach, CA: Prepared plans and specifications for construction of 7,000 l.f. of 8 -inch recycled water pipelines to provide recycled water conversions to four City of Long Beach parks. Scope of services included preparation of DHS Engineer's Reports for Recycled Water Use, design of pressure reducing and metering stations and retrofit connections at parks. 2005/2006 Water Main Replacement Project, City of Lomita, CA: Prepared plans and specifications for replacement of 6,000 if of 10 -inch cast iron water mains in Pacific Coast Highway and Walnut Avenue. Scope of services included aerial topographic mapping, preparation of traffic control plans, Caltrans permit processing and construction phase assistance. P S 0 M A S Project Team .. City of San Juan Capistrano • f 99 Proposal to Provide Engineerinrrvices For the High Wert Side Pipeline Replacement Project P S O M A S Gregory W. Watanabe, PE Education BS/2001/Civil Engineering - Emphasis in Environmental Engineering/Califomia State Polytechnic University, Pomona Registration 2005/Professional Engineet/CA # C67618 Expires June 30, 2007 2005/Professional Engineer/HI # PE -1 1801 Expires April 30, 2008 Affiliations American Society of Civil Engineers American Water Works Association California Water Environment Association Environmental & Water Resources Institute of the American Society of Civil Engineers National Society of Professional Engineers Orange County Water Association Water Environment Federation Awards 2007 Young Engineer of the Year Award — Orange County Engineering Council Project Engineer Project" "m.n Mr. Watanabe has over ten years of planning, design, and utility system study and analysis experience. His emphasis has been in master planning, hydraulic system modeling, drafting, and design of plans including pipeline and pump station projects. From the projects Mr. Watanabe has completed, he has acquired experience in ArcGlS, ArcView GIS, AutoCAD, Softdesk, Land Desktop, SewerCAD, H2OMAP, H2ONET, Hydra, Flow Master, MicroStation, and others. Mr. Watanabe has also written computer software tools to aid in pipeline analysis and design. Relevant Project Experience Mission Trail Transmission Main Replacement, Elsinore Valley Municipal Water District, Lake Elsinore, CA: Designed approximately 8,000 linear feet of 24 -inch DIP water transmission main to replace an existing 24 -inch PVC line with a history of multiple pipeline failures. The design included the development of a construction phasing plan to ensure existing services would remain uninterrupted throughout the construction period. Recycled Water System Pipeline, City of San Juan Capistrano, CA: Fulfilled the role of technical lead of the overall design and QA/QC of an approximately 7,500 linear feet of 12 -inch PVC pipe that provides an inter -agency connection between the City of San Juan Capistrano and the Moulton Niguel Water District recycled water systems. Design challenges included a flow meter in a vault and the suspension of the pipeline outside a concrete bridge span. Inland Feeder Tunnel Surface Water Mitigation Project, Metropolitan Water Districts of Southern California, San Bernardino National Forrest, CA: Managed the design of a unique water system to mitigate the reduction in natural water spring production in the San Bernardino Mountain Range due to the tunneling beneath penetrating the perched'groundwater aquifers. We designed a low flow water distribution system that stretched up to 4 miles within the mountain range and only accessible by helicopter and foot. The design included nearly 18,000 linear feet of 3 -inch, 2 -inch, and 1 -inch tubing and a 10,000 gallon storage tank that discharged water at 14 locations to simulate natural spring flow. Challenges encountered during this project included the specification of a solar powered pumping station, the design of 25 cable stay stream crossings, and the construction of the project using a helicopter and ground crew. 2007 Excellence in Service Katella Avenue Relief Sewer Pipeline, City of Anaheim, CA: Project Engineer for Award - Psomas design of approximately 1-1/4 miles of 15 -inch VCP sewer pipeline that replaced existing Experience City sewers that were undersized. The alignment made connections to the Garden Grove With Psomas for over 7 years: Sanitary District and traversed through unincorporated areas of Orange County. In with other firms for 3 years. addition, this project was scheduled to be constructed with the Katella Avenue Smart Street Project for both the City of Anaheim and the County of Orange. These unique design tasks required the close collaboration and coordination with multiple agencies and design consultants. Hemet -San Jacinto Integrated Recharge and Recovery Program - Pipeline Design, Eastern Municipal Water District, Hemet, CA: Modeled the hydraulic system to provide up to 44,000 acre-feet per year (AFY) of conjunctive use/drought management groundwater storage. Design included a 57 -inch pipeline to deliver raw water from the Metropolitan Water District's (MWD) Lakeview Pipeline to conjunctive use groundwater recharge basins within the Flood Channel of the San Jacinto River. PSOMAS Project Team City of San Juan Capistrano • a q Proposal to Provide Engineenip"ices p For the High West Side Pipeline Replacement Project Proi.ect Team, PSOMAS Gregory W. Watanabe, PE (continued) Sewer Pipeline, Lift Station, and Force Main Design, Los Angeles Harbor College, CA: Designed the local sewer system for Los Angeles Harbor College. This included typical sewer pipeline open channel hydraulic calculations and the associated calculations _ required for the design of a sewer lift station and an 8004001 long force main. Challenges encountered during this project included working with other utility disciplines to define the pipeline alignment and address alignment conflicts. Hemet -San Jacinto Integrated Recharge and Recovery Program - Pump Station Design, Eastern Municipal Water District, Hemet, CA: Designed upgrades for two existing booster stations (Warren Road and Commonwealth) to increase their capacities up to over 47 cfs. The Warren Road Pump Station (WRPS) required the removal of two existing 75 and 150 hp vertical turbine pumps and replacing them with two identical 350 hp vertical turbine pumps fitted with VFD's. This required a complete redesign of the electrical switch gear and the construction of an air conditioned 14 foot by 20 foot CMU block building structure to house the new VFD's and other electrical equipment. The final component of the design included a 10 feet in diameter by 20 feet long cylindrical steel surge tank. The Commonwealth Pump Station (CPS) included the removing four pumps of various sizes and replacing them with four 300 hp horizontal split -cased pumps, two with VFDs. Similar to the WRPS, the electrical switch gear was also redesigned due to the increased load. Finally, the existing CPS building was structurally modified and fitted with an HVAC system and associated duct -work. PSOMAS Project Team Clry of San Juan Capistra • .1 ^,'99 Proposal to Provide Engineen ervices p + ' For the High West Side Pipeline Replacement Project Fir j.ect Team, PSOMAS Vernon R. Weisman, PE Project Engineer Education Mr. Weisman is experienced in the planning, design, analysis and construction of domestic BS/1981/Civil Engineering/ and reclaimed water transmission, distribution, pumping and storage systems, as well as University of Idaho storm water and sanitary sewer collection, transmission, and pumping facilities. He has AS/Engineering Technology/ prepared a wide variety of planning and design reports, specifications, and construction College of Southern Idaho plans for storm water, sewer, sewage treatment, domestic water, and reclaimed water With DBE Psomas for I I years facilities. Mr. Weisman is experienced in the application of computer programs which Registration model municipal water distribution systems. He has performed construction observation Professional Engineer/Civi1/CA and management, including shop drawing review, progress payment tabulation, change #41610 order review, and project utility coordination. Mr. Weisman has supervised property Professional Engineer/Civil/ID # maintenance, repair and improvement programs for the U.S. Army in Germany. 5417 Professional Engineer/040R Relevant Project Experience #I S938 (Civil/Environmental) Zone B Pipeline Extension, Irvine Ranch Water District, Irvine, CA: Prepared Professional Engineer/Civil/UT preliminary design report, plans and specifications for approximately 5,800 linear feet of #6550891 24 -inch recycled water transmission main, including installation of pipe through existing Affiliations box girder bridge. American WaterWorks Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans Association for approximately 500 linear feet of 18 -inch recycled water line in Muirlands Boulevard Orange County Water from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone Association A distribution system, including the pipe design and connections. Experience Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: With DBE Psomas for I I years Prepared preliminary design report and plans and specifications for approximately 3,400 (merged with Psomas Nov. linear feet of 12 -inch diameter PVC pipe, 730 linear feet of 12 -inch steel pipe in Caltrans 2006); with other firms 15 years. bridge, 5,000 linear feet of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans and two cities. 2007 Water Distribution Pipeline Project, Golden State Water Company, Anaheim, CA: Prepared plans for approximately 4,2001f of a 8 -inch domestic water distribution pipes in the City of Hawaiian Gardens and Artesia, including connections, fire hydrants, and services. Installation of Chlorine Analyzers and Reservoir Mixers/Samplers at Ten Domestic Water Reservoirs, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans and specifications for installation of chlorine residual analyzers, mixers, and samplers at ten separate domestic water reservoirs, including tank modifications, site plans, and conduit plans. Primary Disinfection Facility Ammonia Line Leak Study, Irvine Ranch Water District, Irvine, CA: Prepared engineering report to identify possible causes and proposed solutions in response to a series of leaks in an ammonia line and a sodium hypochlorite line. Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans, and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and site improvements, access road, 1,000 if of 20 -inch domestic water pipeline, 1,000 if of 24 -inch recycled water pipeline, 1,000 If of 24 -inch storm drain, site piping, drains, and vaults. P S 0 114 A S ProjectTeam City of San Juan Capistrano • +9 i Proposal to Provide Engineer ervices For the High West Side Pipeline Replacement Project Project 'team. Vernon R. Weisman, PE (continued) Well No. 8, City of San Clemente, CA: Prepared preliminary design memorandum, plans, and specifications for construction of a new domestic water well to produce an expected flow of 750 gpm using a 150 -hp motor from an 850 -foot deep well with _ discharge piping, and connection to domestic water line. Empire Landing Waterline Replacement, Long Beach Water Department, Long Beach, CA: Prepared plans and specifications for approximately 5501f of 8 -inch PVC waterline to replace failing 6 -inch waterline, including connections, valves, hydrants, and services. Artesia Pilar Neighborhood Watermain Improvements, City of Santa Ana, Santa Ana, CA: Prepared plans and specifications for construction of approximately 13,850 If of 8 -inch and 12 -inch diameter PVC water mains, valves, fire hydrants, connections, and services to replace existing cast iron water mains. 2.5 MG Carbon Canyon Resemoir, City of Brea, Brea, CA: Prepared schematic design plan. Prepared plans and specifications for 2,700 linear feet of access road and 12 inch diameter water pipeline, 600 linear feet of 8 inch water pipeline, two 1.25 mg steel water tanks, inlet/outlet piping, and site improvements. Talbert Barrier West End Improvement Project, Orange County Water District, Fountain Valley, CA: Construction manager for a 12 month duration project to construct two groundwater injection well sites with three wells at each site, 2,500 linear feet of 36 -inch diameter injection well supply line, 3,800 linear feet of 30 -inch diameter injection well supply line, site improvements, access road, drain lines, and mechanical equipment. Talbert Barrier Well East End Expansion Project, Orange County Water District, Fountain Valley, CA: Prepared plans and specifications for a groundwater injection well site with three wells, including extension of 12 -inch diameter injection supply line, site improvements, drain line and mechanical equipment. Talbert Barrier Well West End Expansion Project, Orange County Water District, Fountain Valley, CA: Prepared plans and specifications for two groundwater injection well sites with three wells each, 2,500 linear feet of 36 -inch injection supply line, 3,000 linear feet of 30 -inch injection supply line, site improvements, drain lines, access roads and mechanical equipment. Disney Vacation Club Pipelines, Irvine Ranch Water District, Irvine, CA: Prepared plans and specifications for approximately 1,100 linear feet of 24 inch domestic water pipeline, and 1, 100 linear feet of 12 -inch reclaimed water pipeline. Greenfield Recycled Water Pipelines, Moulton Niguel Water District, Laguna Niguel, CA: Prepared plans and specifications for replacement of approximately 1,800 linear feet of 16 -inch and 9,000 linear feet of 24 -inch recycled water pipeline in arterial streets in Laguna Niguel, including connections to existing pipe and pump station. PSOMAS ProjectTeam City of San Juan Capistrano • Proposal to Provide Engineer ervices For the High Wen Side Pipeline Replacement Project Project Team PSOMAS Peter Fitzpatrick, PLS Manager in charge of the aerial mapping, project control network, and centerline and Topographical Survey and Easements Education Mr. Fitzpatrick has over 21 years of professional land surveying experience, with a degree Surveying Diploma/ 1985/Denver in advanced surveying and mapping. He has years of hands-on experience performing a Institute of Technology, Denver, multitude of survey, mapping, and design projects including planimetric and topographic CO BW 19 o of surveys, boundary and right-of-way mapping, land descriptions, and deed analysis. As a Barbara, C California, Santa Barbara, CA nia, Santa Project Manager for Psomas, Mr. Fitzpatrick is responsible for the planning, coordination, of the right-of-way. Also responsible for mapping the underground utilities of a 10 -mile - and management of ALTA, design and as -built, architectural, utility, topographic, Registration subdivision mapping, and right-of-way surveys. 1993/1 -and Surveyor/CA #LS6777 Expires 09/30/08 Relevant Project Experience Affiliations Rancho Viejo Raod Recycled Water Pipeline, San Juan Capistrano, CA: Project Callfomia Land Surveyors Manager in charge of the aerial mapping, project control network, and centerline and Association right-of-way mapping for the 1.25 mile long project. The pipeline project nuts along CELSOC, Future Leaders Rancho Viejo Road, a frontage road along the I-5 freeway that had undergone numerous Toastmasters Intemational, Club right-of-way changes through the years. President Inland Feeder, Metropolitan Water District, San Bernardino County, CA: Experience Responsibilities included boundary analysis and Record of Survey mapping of a portion With Psomas for 12 years; with of the right-of-way. Also responsible for mapping the underground utilities of a 10 -mile - other firms for 9 years. long corridor for the Metropolitan Water District's Inland Feeder Pipeline Project, a future water line consisting of nearly 45 miles of large -diameter pipeline and tunnels. Boeing Long Beach Facility (C-1), Long Beach, CA: Project Manager for all of Psomas' surveying services associated with the C-1 facility. Work has included digital orthophotography, topographic maps, ALTA surveys with boundary and easements, and researching of all aboveground and underground utilities by reviewing hundreds of utility plans. All existing site utilities were plotted digitally on the site base map, including storm drains, sanitary sewer, water, gas, power and telecommunications. Colored utility plots were provided to Boeing with sizes and legends. With the ongoing demolition and site remediation, Psomas' survey team continues to provide surveying services to both BRC and its consultants. Heritage Fields Property Transfer and Due Diligence, Irvine, CA: Project Manager responsible to provide survey services on behalf of the U.S. Government in preparing the property (approximately 3,700 acres) to be transferred from government hands to private hands via an on-line auction. Those duties included as -built surveys, boundary and project control, and providing legal descriptions of the properties to be conveyed and leased back to the government. Concurrently, as part of the due diligence support for one of the on- line bidders, Psomas prepared exhibits of the encumbering easements on the entire Base. Also provided asset management plan support to Psomas engineering staff such as utilities research and coordination regarding service options, easements analysis, and exhibits in preparation to support the close of escrow and sales to Heritage Fields, LLC. Broadstone Plaza, Moreno Valley, CA: Survey Project Manager to provide a boundary, ALTA Survey, utility as -built, and write legal descriptions for the creation of slope, access and utility easements for the benefit of EMWD. Psomas also provided quitclaim legal descriptions and coordinated with the utility holder of existing blanket utilities encumbering the property. PSOMAS Project Team k, ciq of San Juan Capistrano • Proposal to Provide Engineering`J€rvices 'Sn• For the High Wes[ Side Pipeline Replacement Project Project Teams PSOMAS Carlos A. Ramirez, EIT Project Designer Education Mr. Ramirez has more than 10 years of experience in the design of sewer systems, MS/ 1999/Civi1 Engineeringl water systems, groundwater and soil remediation, and report preparation. His computer - California State University. experience includes MicroStation SE, AutoCAD Map5 and LDT3, AutoCAD (R14), Fullerton ArcView 3.2, Windows NT, Windows 2000 and various spreadsheet and word processing BS/ 1995/Civil Engineering/ sof ware packages. California State University, Fire Water Improvements for Fullerton College, Fullerton, CA: Engineer for design Fullerton and construction of approximately 935 linear feet of 12 -inch Ductile Iron Pipe, and 4,800 AutoCAD 2002 Update/2002/ Relevant Project Experience Psomas Land Desktop 3 Update/2002/Rancho Viejo Raod Recycled Water Pipeline, San Juan Capistrano, CA: Engineer Psomas for design and construction of approximately 7,530 linear feet of 12 -inch PVC Recycled (MAES) Water line and 1,660 linear feet of Domestic Water line, and included a metering vault for 40 -Hour Hazwoper Certified/2006 the connection to a 12 -inch Moulton Niguel Water District pipeline. PSOMAS Project Team Mission Trail Transmission Main Replacement, Elsinore Valley Municipal Water Registrations District, Lake Elsinore, CA: Engineer for design and construction of approximately 1999/EIT/CA # 106985 8,000 linear feet of 24 -inch Ductile Iron Pipe to replace an existing 24 -inch PVC line that Pipeline Assessment Certification had a history of multiple pipeline failures. Program(PACP) #U-1106-3922 Fire Water Improvements for Fullerton College, Fullerton, CA: Engineer for design Affiliations and construction of approximately 935 linear feet of 12 -inch Ductile Iron Pipe, and 4,800 American Society of Civil linear feet 8 to 10 inch PVC. Engineers (ASCE) PCH 104nch By-pass Water Pipeline, Los Angeles County, CA: Engineer for design The Society of Mexican American Engineers & Scientists and construction of a by-pass water system consisting of three 10 -inch water pipelines to (MAES) serve as a by-pass to a larger pipeline, over a distance of approximately 3,500 LF in the Orange County Water Malibu area on Pacific Coast Highway. Association (OCWA) City ofTustin, Tustin MCAS Redevelopment, CA: Project included the design of 1,700 linear feet of domestic water piping, 8-18 inches; 8,350 linear feet of reclaimed water Experience piping, 6-16 inches; and 11,300 linear feet of sewer piping, 8-18 inches. Assisted with the With Psomas for 8 years: with planning demolition of existing utilities and the construction of new utilities, as well as others for 2 years. being involved in the design of these facilities. Keeping existing buildings in service was a key design consideration. Pacific Point Development- Interim Pipeline -McCracken Hill, Sun Cal Companies, San Juan Capistrano, CA: Project involved the design of an Interim pipeline to serve the McCracken Hill Area in San Juan Capistrano. Approximately 1,200 if of 8" Aluminum piping was required to provide water service to the community. Assisted in the design of the interim potable water line. Sungold/Indio Boulevard Storm Drain Improvements, City of Indio, CA: Engineer for design and construction of approximately 885 linear feet of 42 -inch Reinforced Concrete Pipe (RCP), 1,900 linear feet of 36 -inch RCP, 120 linear feet of 30 -inch RCP and 140 linear feet of 18 -inch RCP. Pacific Point Development — Booster Pump Station, Sun Cal Companies, San Juan Capistrano, CA: Project involved preliminary design report to evaluate the most feasible way to provide water facilities for the development and adjacent existing development. Assisted with the design of the potable water booster pump station. PSOMAS Project Team A._ City of San Juan Capistrano • -99 Proposal to Provide Engineenn ervices For the High West Side Pipeline Replacement Project Project Team PSOMAS Khanh T. Nguyen Project Designer Education Mr. Nguyen's experience includes a variety of computer network modeling projects, E.I.T - 20M B.S. Civil Engineering pipeline design and hydraulic analysis projects. The pipeline design projects he has been California State Polytechnic involved with include pipeline alignments and profiles for domestic water, reclaimed water University, Pomona - 1999 and sewer lines. The projects encompass designs for PVC, Ductile Iron and CML&C steel Expertise pipe ranging from 6 -inch diameter to 42 -inch diameter.His software experience includes General Civil Engineering WindowsXP, PowerPoint, MS Word, Excel, AutoCAD 3D 2006, Land Enabled, H2ONET, Grading and Earth Work Microstation 95 (2D&3D), Mechanical Drafting, GIS, and Arcinfo Calculation Water Resources Planning & Relevant Project Experience Analysis Greenfield Recycled Water Pipelines, Moulton Niguel Water District, Laguna Niguel, Water and Wastewater Facilities CA: Prepared plans and specifications for replacement of approximately 1,8001.f. of 16 - Planning and Design inch and 9,000 U. of 24 -inch recycled water pipeline in arterial streets in Laguna Niguel, Street and Storm Drain Planning including connections to existing pipe and pump station. and Design Computer Modeling Zones 6/1) Reservoirs and Pipelines, Irvine Ranch Water District, Irvine, CA: Utility Research Prepared preliminary design report, plans, and specifications for 2.5 MG domestic water Pipeline Design and .66 MG recycled water partially buried pre -stressed concrete tanks, 1,200 I.f. 16 -inch domestic water and 1,2001.f. of 20 -inch recycled water transmission mains, control valve Experience stations, reservoir management system, access road grading, site grading and remedial With DBE Psomas for 7 years earthwork, site piping, and drains. Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans for approximately 5001.f, of 18 -inch recycled water line in Muirlands Boulevard from the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. Bake Parkway Recycled Water Pipeline, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report and plans and specifications for approximately 3,400 U. of 12 -inch diameter PVC pipe, 7301.f. of 12 -inch steel pipe in Caltrans bridge, 5,000 U. of 24 -inch steel pipe, connections, pressure reducing station, and permitting with Caltrans and two cities. Zone B Pipeline Extension, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, plans and specifications for approximately 5,8001.f. of 24 inch recycled water transmission main, including installation of pipe through existing box girder bridge. Aliso Creek Emergency Sewer, Moulton Niguel Water District, Laguna Niguel, CA: Responsibilities included preparation of construction plans and profile. Analyzed the existing sewer conditions along Aliso Creek and performed detailed hydraulics calculation using H2ONET to determine the point of surcharge in the NO and ACES. Reviewed existing and ultimate hydrology to determine surface drainage. Also help design new access road, bike trail, and hiking trail, design, and final plans for construction of approximately 16,400 l.f. of 24 inch diameter sewer and approximately 2,700 U. of 42 inch diameter sewer from the Aliso Creek Road to the AWMA Coastal Treatment Plant. Project included a sewer diversion control structure, sealed manways, valve vault, boring/jacking, microtunneling, approximately 16,000 l.f. of 6 inch sludge force main, approximately 15,000 l.f. of 20 inch reclaimed water transmission main, and trail, roadway and drainage improvements. PSOMAS Project Team City of San Juan Capi.ra • 9 59 Proposal to Provide Eng,nee�erv¢es For the High West Side Pipeline Replacement Project Proj.ectTeam. P S O M A S John Kaneshiro Project Designer Education Mr. Kaneshiro is highly skilled in the application and maintenance of CAD systems AA, Balin Institute of Technology, for civil engineering and GIS projects. He maintains the firm's CAD procedures and ` Anaheim, CA standards and is responsible for maintenance of CAD software and hardware. Mr. MSC AutodeskTraining Center Kaneshiro's experience includes preparation of atlas maps and standard drawings for Land Development Desktop various water agencies, development of water atlas map layers, and other general and Certificate specific mapping assignments. He is also a skilled CAD designer, and experienced with Expertise design of pipelines, pumping facilities, reservoirs and various public works projects. AutoCAD, Land Development Desktop Software. AutoCAD Relevant Project Experience Map,Water,Wastewater, Survey and Mapping, Flood Control, PA Zones 6/1) Reservoirs and Pipelines, Irvine Ranch Water District, Irvine, CA: Streets and Highways, GIS, Prepared preliminary design report, plans, and specifications for 2.5 MG domestic water Business Graphics, Architectural and 0.66 MG recycled water partially buried pre -stressed concrete tanks, 1,2001.£ 16 -inch and 5tructural Construction domestic water and 1,200 U of 20 -inch recycled water transmission mains, control valve Drafting stations, reservoir management system, access road grading, site grading and remedial earthwork, site piping, and drains. Experience With DBE Psomas for 19 years Zone A Pipeline Connection, Irvine Ranch Water District, Irvine, CA: Prepared plans (merged with Psomas Nov. for approximately 500 U. of 18 -inch recycled water line in Muirlands Boulevard from 2006): with other firms 2 years. the Los Alisos Water Reclamation Plant Zone A pump station discharge to the Zone A distribution system, including the pipe design and connections. . Planning Area 6 Zone 4 & Zone C Reservoirs, Zone 4/6 BPS & Zone C/D BPS, Irvine Ranch Water District, Irvine, CA: Prepared preliminary design report, pians, and specifications for 3.5 MG domestic water and 2.2 MG recycled water partially buried pre -stressed concrete tanks, domestic water and recycled water pump stations with (4) 125 -hp and (1) 50 -hp VFD pumps each, reservoir management system, grading and site improvements, access road, 1,000 LF of 20 -inch domestic water pipeline, 1,000 LF of 24 -inch recycled water pipeline, 1,000 LF of 24 -inch storm drain, site piping, drains, and vaults. Recycled Water Reservoir No. 20,City of Chino Hills, CA: Preparation of plans and specifications for a 3.0 MG recycled water steel reservoir. This project involved location of a new steel tank on an existing reservoir site adjacent to an existing domestic water steel tank. Scope of services included a preliminary design report, site survey, site plan, mechanical piping plans and structural plans. Tank was designed with seismic anchors attached to structural footing and included seismic shutoff valves due to close proximity to the Chino -Central Avenue Fault. Review of shop drawing submittals was included in the scope of services. R-6 Transmission Pipe, El Toro Water District, Lake Forest, CA: Prepared plans and specifications for approximately 4,5001.f. of 24 inch water transmission main, piping and valve improvements in the bypass flow facility, and valve and piping installation at the main pressure reducing station. Zone C and E+ Recycled Water Transmission Mains, Santa Margarita Water District, Las Flores, CA: Prepared plans and specifications for 3,000I.f. of 16 -inch PVC and 7,5001.E of 12 -inch and 8 -inch PVC recycled water transmission mains in existing arterial and residential streets. Project included preparation of aerial topographic mapping, traffic control plans and construction phase services. PSOMAS Project Team City of San Juan Capistrano • T99 Proposal to Provide Engineerin ervices For the High West Side Pipeline Replacement Project Project Tea l Lawrence Jansen, PG, CEG Geotechnical Education Mr. Jansen has over 25 years of engineering geology experience in California involving MS/ 1983/Geological Science/San new construction for public works, commercial, and residential projects. He also has Diego State University, San Diego, experience in forensic geologic investigations. His experience includes exploration California of geologic structure, groundwater, landslides, slope stability, and fault and seismic 85/ 1976/Geological Science/San hazards. He is well versed in exploration techniques including aerial photo interpretation, Diego State University. San Diego, downhole logging, hollow stem and mud rotary drilling, monitoring wells, fault trenching, Califomia and geophysical surveys. He has field construction experience with grading, blasting, Registration landslide buttresses, subsurface drainage systems, shoring systems, tie-back anchors, Professional Geologist, California, drilled foundations, and as-graded geologic evaluation/mapping. As Principal Geologist PG 3891 for Ninyo & Moore, Mr. Jansen supervises geologic staff, provides technical review of Certified Engineering Geologist, projects, and manages major projects. Califomia CEG 1198 Relevant Project Experience Monterey County Coastal Water Project, Monterey County, California: Mr. Jansen is the Project Manager for geotechnical services for the Monterey County Coastal Water Project located in Monterey County, California. This project is a major water resources improvement project in the planning and design phase for California American Water. It includes multiple pipeline alignments along the coastal area of Monterey from Moss Landing to the Monterey Peninsula. The project includes a desalinization plant, three reservoirs, three pump stations, injection/recovery wells, and numerous river and highway undercrossings. Mr. Jansen's responsibilities include consultations with the project design team regarding planned improvements and construction methods, planning of field mapping and exploration tasks, review and interpretation of geologic and seismic hazards, evaluation of landsliding and slope stability, field geologic mapping, and evaluation of geotechnical construction constraints. He is responsible for the presentation of data to the client and evaluation of technically feasible and cost effective alternatives for the project. He is a report author and technical reviewer for the project. Inland Empire Utility Agency Recycled Water System — Phase 11, San Bernardino County, California: Project manager for the geotechnical investigation of alternative water pipeline alignments, reservoirs, and pump stations. Mr. Jansen reviewed the geologic and geotechnical background data for this project and designed the subsurface exploration. He worked closely with the project design engineers to provide data regarding the geologic hazards and anticipated subsurface conditions that would impact the design and construction of the system improvements. He supervised project geologists and project engineers during the investigation stage and provided regular progress reports to the design team. He was responsible for technical review of data and completion of reports. Central Basin Recycled Water System Expansion, Los Angeles, County, California: Project Manager for the evaluation of over 12 miles of planned water pipelines extending into six different cities. The pipeline project included tunneling beneath the Rio Hondo and Los Angeles River channels at four locations and two freeway tunnel crossings. Mr. Jansen supervised the geotechnical exploration of 24 borings, reviewed and evaluated geologic cross sections, and prepared project design criteria. He also coordinated with environmental staff during assessment of potential contamination sites. Aliso Creek Emergency Sewer (ACES) Laguna Niguel, California: Project Manager and Project Geologist for the Aliso Creek Emergency Sewer (ACES). The project involved the design of 19,350 feet of sewer and reclaimed water pipelines along Aliso P S 0 M A S Project Team II Pm of San Juan Capistrano • _ Proposal to Provide Engineer ervices \brt�l.A J [..r ffic H'mh Watt'Ad Pmrl'ma RnnUremcm Pmbrt Lawrence Jansen, PG, CEG (continued) Creek Wilderness Park. Pipeline construction trends along a canyon area and crosses alluvial fan deposits, slope wash, Topanga Formation, and several large ancient landslides. Portions of thealignment included micro -tunneling. Erosion hazards associated with the Aliso Creek were also a significant design consideration. Mr. Jansen provided technical guidance during the exploration of the alignment, reviewed and interpreted wire -line core drilling samples, and performed downhole logging of large diameter borings to evaluate potential landslide hazards. He also successfully represented the Water District before the County of Orange to discuss geologic issues of the project. He planned and coordinated an aerial photograph survey of the alignment to evaluate erosion and landslide hazards. The stereographic aerial photographs were used to study landslide activity, stream erosion and stream bank failures. Mr. Jansen supervised project geologists during the field mapping phase, geologic interpretation, and report preparation. He attended meetings and interacted with stream erosion engineers to assess hazards and relative risk and develop alternative mitigation measures. PSOMAS Project Team III R �8 ! I• � p' 8 I I I I I I I $ I � II it ■ USE I im = a'a g I� I� � ',� � � � g i g �� ,� � � �� g ¢•¢¢: y lk' 3 LL S ,. '�: � u i ] I� , i a l 3 F F y l S! y'y !�' ' x 3 J 3; 3 I� li 13 � � � i� f � i� � 19 � ',� LL I: '� � li � � �� i � � � I� IIf 3 3 S S s .,'`• �� 3 � �i� �G F li I'� g i� $ is Ila a ;� �� I3 I� t'$1 I$ I IIS a la Ian a Ila !I It 111111'''1 a $ € 1 I1$ it It a it iI it I. II I I I� I I :yyy� I I 1 pQ I yy ep yyyggg¢ y E ,y¢nQC g �� is � ,a g � j� la$ le � �§§ l� a � ll• y�y ll� i� � l e � lg � 'B y I I I� I � I� � $$g I� {� Igy �p � IN ^ 0 0 High West Side Pipeline - Proposal Results September 13, 2007 firm PSOMAS RBF TetraTech Task 1 -General Administration $25,260 $19,531 $27,600 Task 2 -Preliminary Design $37,310 $10,634 $30,550 Task 3- Survey and Right- a $97,710 $48,006.50 $103,825 Task 4- Geotechnical $71,485 $65,000 $62,160 Task 5- Final Design $145,410 $96,042.50 $192,500 Task 6- Permits $4,440 $3,121 $1,810 Task 7- Construction Bid Support $8,560 $5,252 $8,915 Task 8- Construction Engineering Support $41,740 1 $105,350 1 $146,630 TOTAL 431,915 34,623 573,9 ATTACHMENT ATTACHMENT 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-1171 (949) 493-1053 FAX www.sanjuancapistrano.org MEMBERS OF THE CITY COUNCIL NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL SAM ALLEVATO THOMAS W. HRIBAR MARK NIELSEN JOE SOTO DR. LONDRES USO The City Council of San Juan Capistrano will meet at 7:00 p.m. on Tuesday, October 2, 2007 in the City Council Chamber in City Hall, to consider: "Consideration of Agreements for Civil Engineering Services for the High West Side Pipeline Project (CIP 793), Recycled Water Pipelines (CIP 755) and Recycled Water Pressure Reducing Stations (CIP 785)(PSOMAS)" — Item No. D9. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, October 1, 2007 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.san'uancar)istrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerk(a)sanivancapistrano.or-g. Meg Monahan, MMC City Clerk cc: PSOMAS; Tetra Tech, Inc; RBF Consulting, Inc; Joe Mankawich, Associate Engineer Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future " Panted on 100% recycled paper 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493-1171 (949) 493-1053 FAX www.sanjiiancapistrano.org October 3, 2007 0 JMae • t,,��✓✓' IA[RRRRAA1fR • fsrAmsx" I 1961 1776 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO MEMBERS OF THE CITY COUNCIL SAM ALLEVATO THOMAS W. HRIBAR MARK NIELSEN JOE SOTO DR. LONDRES USO On October 2, 2007, the City Council of San Juan Capistrano met regarding: "Consideration of Agreements for Civil Engineering Services for the High West Side Pipeline Project (CIP 793), Recycled Water Pipelines (CIP 755) and Recycled Water Pressure Reducing Stations (CIP 785)(PSOMAS)" Item No. D9. The following action was taken at the meeting: Personal services agreement for civil engineering services for the High West Side Pipeline Project, Recycled Waterlines Project, and Recycled Water Pressure Reducing Valve Project with PSOMAS, in the amount of $431,915, approved with the following revisions: a) Exhibit A needs to be properly labeled; and b) Section 3.2 Rate Schedule — the following sentence to be added at the end of the paragraph. "Not withstanding the hourly rates, all services and the completion of all construction shall be done for an amount not to exceed that sum specified in Section 3.1, herein:". If you have any questions regarding this action, please contact Joe Mankawich, Associate Enaineer at (949)487-4313 for more detailed information. Thank you, Meg lyli MMC Cc: PSOMAS; Tetra Tech, Inc; RBF Consulting, Inc; Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future 0 Printed on 100% recycled paper Re: Attached Image • • Maria Morris From: Joe Mankawich Sent: Monday, October 08, 2007 10:03 AM To: Meg Monahan; Maria Morris Subject: FW: Attached Image Email from PSOMAS representative approving changes to agreement. JOE MANKAWICH ASSOCIATE ENGINEER CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 (949) 487-4313 From: Mike Swan [mailto:mswan@psomas.com] Sent: Friday, October 05, 2007 2:06 PM To: JMankawich@SanJuanCapistrano.org Subject: Re: Attached Image Page 1 of 2 The attached language change is acceptable and based on our phone conversation, I assume the final contract will include these changes. I am available at 11 o'clock on Thursday for the kickoff meeting. Sent from my BlackBerry Wireless Device ----- Original Message ----- From: Joe Mankawich<JMankawich@SanJuanCapistrano.org> To: Mike Swan Cc: Meg Monahan <MMonahan@sanjuancapistrano.org> Sent: Thu Oct 04 15:07:17 2007 Subject: FW: Attached Image Mike, Attached please find a copy of the Notification of Action by the City Council for the Civil Engineering Services Agreement for the High West Side, Recycled Pipelines and Recycled Pressure Reducing Stations Projects. Please note the change required by one of the City Council members. Please reply to this email confirming approval of the change to the Agreement. I am available next Thursday at 11:00, and after 3:00 for our kickoff meeting. Thank you, Joe Mankawich Associate Engineer City of san Juan capistrano 10/8/2007 Re: Attached Image Page 2 of 2 32400 Paseo adelanto San Juan Capistrano, CA 92675 (949)487-4313 From: administrator@sanjuancapistrano[mailto:administrator@sanivancapistrano] Sent: Thursday, October 04, 2007 1:20 PM To: Joe Mankawich Subject: Attached Image 1018/2007 RECAP: City of San Ju�ATi Capistrano • October 2, 2007 Page: 5 9. Consideration of Agreement for Civil Engineering Services for the High West Side Pipeline Project (CIP No. 793), Recycled Water Pipelines (CIP No. 755), and Recycled Water Pressure Reducing Stations (CIP No. 785) (PSOMAS) (600.30): Personal services agreement for civil engineering services for the High West Side Pipeline Project, Recycled Waterlines Project, and Recycled Water Pressure Reducing Valve Project with PSOMAS, in the amount of $431,915, approved with the following revisions: a) Exhibit A needs to be properly labeled; and b) Section 3.2 Rate Schedule - the following sentence to be added at the end of the paragraph. "Not " Nielsen/Uso, 5-0 10. Proposed Settlement Agreement/Subdivision Tract 13436 (Lomas San Juan Planned Community)(S. J. Hills)(Taylor Woodrow Homes, Inc.)(Lusk Company)(600.30): Resolution No. 07-10-02-01 adopted approving a termination and settlement agreement and mutual releases and taking other actions relating to cost apportionment obligations for certain designated off-site work for area A - Los San Juan Planned Community; and Termination and settlement agreement with S. J. Hills and Taylor Woodrow Homes, Inc. related to Tract 13436, approved: Nielsen/Soto, 5-0 11. City Manager Salary Recommendation (600.30): Amendment to employment agreement with David F. Adams, related to salary adjustment, approved., Nielsen/Soto, 5-0 E. PUBLIC HEARINGS: None F. SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY (Refer to Agency Agenda) G. ADMINISTRATIVE ITEMS 1. CITY MANAGER a. Consideration of Phase I: Space Needs Assessment and Schematic Designs for the San Juan Capistrano Library, Approval of Agreement for Phase II Services with Carrier Johnson and Appropriation of Funds - City Council Priority No. 17B (330.20/600.30): Spaced needs assessment and schematic designs for the San Juan Capistrano Library, dated August 2007, received and approved, Professional services agreement for Phase 11 services with Carrier Johnson, in the amount of $384,600, approved with a revision to Section 3.2 Rate Schedule - the following sentence to be added at the end of the paragraph. "Not withstanding the hourly rates, all services and