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Home My WebLink About15 PROJ'S 600113/600114 5-06-96 NO. 15 5-6-96 lnter-Com DATE: MAY 6, 1996 TO: FROM: SUBJECT: WILLIAM A. HUSTON, CITY MANAGER '- ~ PUBLIC WORKS DEPARTMENT/ENGINEERING DIVISION PROFESSION~ SERVICES AGREEMENT FOR STRUCTURAL. ANALYSIS OF THE FOOTHILL, SIMON AND RAWLINGS RESERVOIRS (PROJECT NOS. 600113 & 600114) RF_X20MMENDATION That the City Council authorize the Mayor and City Clerk, ~ubject to final City Attorney approval, to execute the attached agreement with R2H Engineering, Inc. Structural Engineering Services for the structural analysis of the Foothill, Simon and Rawlings Reservoirs. FISCAL IMPACT The requested recommendation involves only funding of $38,032 from the existing debt issuance of Water Certificates of Participation (Bond Proceeds). The proposed contract does not obligate the City to implement any recommendations from the analysis. BACKGROUND In October of 1990, Daniel Boyle Engineering, Inc., completed a Water System Storage Evaluation Study. The Study determined that there were deficiencies in the system in both quantity of storage and structural .condition of existing reservoirs. It was determined that approximately $40 million worth of improvements to the storage and distribution system were necessary. The evaluations of the Foothill, Simon and Rawlings Reservoirs included specific recommendations for a more detailed structural evaluation of each facility to identify improvements necessary to maintain the reservoirs' integrity. In 1992 the City Council reviewed and approved a water rate study and financial plan Prepared by Bartle Wells Associates. The study proposed a funding plan to support a twelve year development program to construct the recommended water system improvements. The financial plan proposed a series of bond issues designed to support approximately two years of development costs. Subsequently, the first series of bonds were issued in April 1993 to retire the outstanding 1983 water bonds and provide $6.9 million for water system improvements. Currently, $4.5 million has been expended to complete the Rawlings Reservoir Retaining Wall Replacement, Newport Avenue Transmission Main Replacement, the Vandenberg Well construction and various distribution pipeline replacements. The City's Program Manager has prepared the scope of work and request for proposal for the structural engineering services and assisted in the consultant selection. DISCUSSION Written proposals were received from three firms to perform the structural engineering services. They are as follows: AKM Consulting Engineers W. Koo & Associates ' R2H Engineering, Inc. .. A selection committee consisting of City staff and the Program Manager determined that, based on professional qualifications and experience with related work, R2H Engineering, Inc., is the most qualified firm to perform the requested work. R2H had substantially more experience in structural evaluation of older water reservoirs than the other firms. Once it was determined that R2H Engineering, Inc. was the most qualified firm, the final scope of work and fee were negotiated. The consultant contract has also been structured with a pay for performance feature. The consultant will be paid only upon completion of certain milestones which have been included in the proposal and made a pan of the agreement. Tim D. Serlet Director of Public Works/ City Engineer Gary R. ~eeh' Water Services Manager TDS:GV:COUNCIL:PSA P,e~'v~ PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT, made and entered.into this day of April, 1996, by and be[ween the CITY OF TUSTIN, a municipal corporation (hereinafter referred to as "City") and R2H Engineering, Inc. (hereinafter referred to as "Consultant"), WITNESSETH WHEREAS, City desires to employ. Consultant to furnish the necessary services for providing structural engineering services for the investigation of Foothill, Simon and Rawlings Reservoirs hereinafter referred to as "Project"; and WHEREAS, Consultant is qualified to provide the necessary services in connection with said Project and has agreed to provide the necessary serVices; and WHEREAS, Consultant has submitted to City a proposal dated February 29, 1996, a copy of the proposal is attached hereto, marked as EXhibit "A" and is by this reference incorporated herein as though set forth in full herein (the "Proposal"). NOW, THEREFORE, City agrees to employ and does hereby employ Consultant to provide the professional services for the Project, and City and Consultant, for the consideration hereinafter set forth, agree as follows: Section 1: Scope of Consultant's Services. Consultant agrees to furnish to City consulting services for the Project. These services shall include all the services solicited in the City's Request for Proposal dated February 12,1996, a copy of which is attached hereto, marked Exhibit "B", and all the services included within the Consultant's proposal, (EXhibit "A"). Section 2: Time for Completion. It is hereby understood and mutually agreed that the time for completion of the work to be performed by Consultant is an essential condition ofthis agreement, Consultant agrees that it shall prosecute regularly and diligently the work of this agreement according to reasonable schedules established by the City for the various items described and as outlined within Consultant's proposal. Consultant shall not be accountable for delays in the progress of its work caused by any condition beyond its control and without the fault or negligence of Consultant. Any delays shall not entitle Consultant to any additional compensation, regardless, of the party responsible for the delay. Section 3: Compensation. The compensation to be paid under this agreement shall be as set forth in the Consultant's proposal with a not to exceed total cost of $ 38,032. Progress payments for work Completed will be paid as each major Task delineated in the Consultant's proposal is completed, within thirty:(30) days of the date of Consultant's invoice. These payments will be based upon submittal of detailed invoices and based upon the actual work performed for each individual task not exceeding that provided in the consultant's proposal. Section 4: Job site Conditions. The City agrees that in accordance with generally accepted construction practices, the construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property and that this requirement shall be made to apply continuously and not be limited to normal-wot 'king hours. Section 5: Miscellaneous Provisions. A. City and Consultant agree to the following conditions: (1) City, by notifying Consultant in writing, shall have the right to terminate any or all of the services covered by this agreement at any time, In the event of such termination, Consultant shall be paid for services rendered to the effective date of the termination, (2) Consultant agrees that it shall' proceed immediately and diligently to perform the services provided for in this Agreement upon receipt of notice from City to proceed therewith. ' · (3) The terms and provisions of this agreement shall extend to and be binding upon and inure to the benefit of heirs, executors, administrators, successors and assigns of the respective parties hereto. (4) Consultant shall perform the services hereunder as an independent contractor and under no circumstances' or conditions shall Consultant or any of its agents, servants and employees, be considered as an employee or agent of the City. Consultant shall perform all services required under this agreement using that degree of care and skill ordinarily exercised under similar conditions in similar localities, and shall be responsible for all errors and omissions for services performed by Consultant under the terms of this Agreement. Consultant agrees to indemnify, defend and hold City, its agents, employees, successors and assigns harmless from any loss, damage, injury, sickness, death, or other claim made by other persons and from all costs, expenses and charges, including attorney's fees, arising from Consultant's negligent performance of this agreement. In addition, Consultant shall maintain in full force and effect during the term of this agreement policies of comprehensive general liability, personal injury and' liability insurance with limits of at least $1,000,000 combined singl.~, limit coverage per occurrence, and professional liability insurance coverage with limits of at least $5.00,000 .combined single limit coverage per cla.'~km or per occurrence for which certificates of insurance or endorsements in form satisfactory to the City have heretofore been delivered to City. If Consultant provides claims made professional liability insurance, Consultant shall also agree in writing either (1) to purchase tail insurance in the amount required by this agreement to cover claims made within five (5) years of the completion of Consultant's service under this agreement, or (2) to maintain professional liability insurance coverage with the same carrier in the amount required by this agreement for at least five (5) years'after completion of Consultant's services under this agreement. The Consultant shall also be required to provide evidence to the City of the purchase of the required tail insurance or continuation of the professional liability policy by executing the attached letter agreement on Consultant's letterhead. (6) Consultant shall carry and pay for such .compensation insurance as is necessary to fully protect C°nsultant and its employees under California Worker's Compensation Insurance and Safety Laws, to relieve City from all responsibility under said laws in connection with the performance of this agreement, and upon execution of this agreement, to file with City a certificate of said protection. (7) Consultant certifies that there shall be no discrimination against any employee who is employed in the work covered by this agreement, or against any application for such employment, because of race, religion, color, sex or national origin including, but not limited to, the following: a. Employment, upgrading, demotion or transfer, recruitment, or recruitment advertising, lay-off or termination, rate of pay or other forms of compensation, and selection for training, including apprenticeship (8) Consultant shall provide City monthly with a detailed itemization of all work performed, and the fees accrued thereon, in complete and sufficient detail to fully apprise City thereof. (9) Upon termination of this Agreement or completion of the Project, all documents relating to the. Project shall become the sole property of City. Should City terminate this Agreement pursuant to subparagraph (1) of this Section, Consultant shall, within ten (10) business days of receipt of notice of termination, provide City with all documents within Consultant's possession relating to this Agreement and the Project, including but not limited to all completed documents and all drafts of uncompleted documents. IN WITNESS \VHEREOF, this Agreement ,,vas executed by the parties on the day and year first above written. . .. .: .. CITY OF TUSTIN, a municipal corporation By Mayor R2H Engineering, Inc. By ~(8ign~or¢ )~ ATTEST: Robert Hendershot City Clerk APPROVED AS TO FORM: City Attorney EXHIBIT R2H Engineering, Inc. FOOTHILL, SIMON AND RAWLINGS RESERVOIR REHABILITATION February 29, 1996 CITY OF TUSTIN R2H ENGINEERING, INC. Consulting Structural Engineers 11545 West Bemardo Court, Suite 300 · San Diego, CA 92127 (619) 673-8416 · FAX: (619) 673-8418 ~455 East Tropicana Avenue, Suite 450 · Las Vegas, NV 89119 (702) 798-8408 ° FAX: (702) 798-3797 FOOTHILL, SIMON AND RAWLING RESERVOIRS INTRODUCTION R2H Engineering, Inc., is a consulting structural engineering firm located in San Diego, CA and Las Vegas, NV established in 1993 by principals and engineers from Robert Hendershot Associates, Inc. R2H Engineering, Inc., is a certified minority owned Small Business Enterprise specializing in the design of civil and architectural structures. Comprised of a past President of the Structural Engineers Association of California (SEAOC) San Diego chapter, a past Vice-President of the Structures Association of the Utah Department of Transportation, four licensed Structural Engineers five licensed Professional Engineers and an excellent technical and support staff, R2H draws upon experience and expertise to offer clients quality design. Our engineers are personally involved in research and Code development through broad participation in professional society technical committees. We have made significant contributions towards seismic design, existing structure rehabilitation and augmentation, materials and construction process criteria through the governing design codes. EXPERIENCE R2H engineers have been responsible for the structural design of over 300 civil structures, ove~ 20 reservoirs and reservoir rehabilitations and for the architectural and structural designs of over 25 million square feet of industrial, warehouse and office buildings throughout the Western portion of the United States; primarily in Southern California.. As shown in our submittal, we have substantial design experience directly related to the proposed Reservoir Rehabilitation project. The owners of projects designed by R2H engineers have included private, federal, state, county, city and districts. A majority of our projects have included full specifications, cost estimates, contract administration and construction administrations. Our engineers are fully versed in the Codes, methods and materials applicable for successful completion of facilities such as the proposed rehabilitation of the three reservoirs. R2H engineers are experienced in the requirements of Codes as related to reservoirs and have designed reservoirs in which those Code requirements have been implemented. We recognize each reservoir is subject to requirements dependent on materials present. We anticipate a comprehensive effort by our firm will be made to identify and comply with all regulations and codes, applicable to the proposed reservoir rehabilitations as a part of our investigation process. As a prime consultant, R2H offers their clients designs by a team of enthusiastic, qualified, licensed professionals. R2H engineers have the proven leadership and expertise to direct and coordinate our in-house architectural/structural designs resulting in well managed, quality projects. The following is a partial listing of relevant projects successfully designed by R2H Engineering, Inc. , d:¥otentialL060214.s 10 Project Name and Location: University Heights Reservoir San Diego, California Rehabilitation of a 11.9 million gallon cast-in-place concrete reservoir. Reservoir is "L" shaped with walls approximately 20'in height. The walls, base slab, roof and column are all cast-in-place concrete. The project included site investigations, testing; seismic analysis, vertical analysis, roof rehabilitation to spalling and cracked concrete, addition of new valve vaults, addition of a new divider wall and replacement of wall joints. Nature of Firm's Responsibility: StrUctural designs including: site investigations, strUctural analysis, roof rehabilitations, vault designs, thrust block designs, review of designs by other team members, joint replacements, establishment of as-built conditions, structural drawings, preparation of specifications, cost estimates, bidding assistance and construction administration services. ' Project Owner's Name and Contact Person: City of San Diego San Diego, CA Contact: NBS-Lowry Mr. Dale Gruel 619/485-1500 Estimated Cost (in thousands) of Entire Project: $1,832 d:potentialL9602-14pi Project Name and Location: West Victoria Reservoir San Diego, California Rehabilitation of a 2.8 MG below grade reservoir approximately 19' deep with a plan dimension of 120'x203'. The reservoir is constructed with concrete cast in place perimeter walls that extend approximately 3' above finish grade, a concrete cast in place sloping slab that extends from the perimeter walls down to the base slab, and a concrete cast in place base slab. Pre-cast concrete columns support wood roof beams and rafters and a corrugated aluminum roof deck. The project included a site investigation to identify, locate and quantify the extent of the repaks to the wood roof structure and the concrete elements. Nature of Firm's Responsibility: Structural design including: site investigation of the exterior and interior of the reservoir to determine the required repairs to the wood roof beams, rafters, their connections and the' perimeter wood fi'aming supported by the perimeter concrete walls; concrete spall and joint repairs to the perimeter concrete wall and precast concrete columns, preparation of repair drawings indicating the quantity and locations of the required repairs, determine the allowable load capacity of the existing wood roof for the installation of the new waterproofing membrane, check of the capacity of the existing roof from the new roofing membrane, preparation of the specifications, and preparation of the structural cost estimate. Project Owner's Name and Contact Person: Padre Dam Municipal Water District San Diego, CA Contact: Daniel Boyle Engineering, Inc. Mr. Daniel Boyle (619) 433-8710 Estimated Cost (in thousands) Entire Project: $75,200 d:potentialX.9602-14pi Project Name and Location: Mountain Top Reservoir San Diego, California Rehabilitation of a 2.5 MG below grade reservoir approximately 19' deep with a plan dimension of 144'x153'. The reservoir is constructed with concrete cast in place perimeter walls that extend approximatelY 3' above finish grade, a concrete cast in place sloping slab that extends from the perimeter walls down to the base slab, and a concrete cast in place base slab. Pre-cast concrete colums support wood roof beams and rafters and a corrugated aluminum roof deck. The project included a site investigation to identify, locate and quantify the extent of the repairs to the wood roof structure and the concrete elements. Nature of Firm's Responsibility: Structural design including: site investigation of the exterior and interior of the reservoir to d~termine the required repairs to the wood roof beams, rafters, their connections and the perimeter wood framing supported by the perimeter concrete walls; concrete spall and joint repairs to the perimeter concrete wall and precast concrete columns, preparation of repair drawings indicating the quantity and locations of the required repairs, determine the allowable load capacity of the existing wood roof for the installation of the new waterproofing membrane, check of the capacity of the existing roof from the new roofing membrane, preparation of the specifications, and preparation of the structural cost estimate. Project Owner's Name and Contact Person: Padre Dam Municipal Water District San Diego, CA Contact: Daniel Boyle Engineering, Inc. Mr. Daniel Boyle (619) 433-8710 Estimated Cost (in thousands) of Entire Project: $67,600 d:potentialk9602-14pi Project Name and Location: East Victoria Reservoir San Diego, California Rehabilitation of a 1.3 MG below grade reservoir approximately 19' deep with a plan dimension of 107'x120'. The reservoir is constructed with concrete cast in place perimeter walls that extend approximately 3' above finish grade, a concrete cast in place sloping slab that extends from the perimeter walls down to the base slab, and a concrete cast in place base slab. Pre-cast concrete columns support wood roof beams and rafters and a corrugated aluminum roof deck. The project included a site investigation to identify, locate and quantify the extent of the repairs to the wood roof structure and the concrete elements. Nature of Firm's Responsibility: Structural design including: site. investigation of the exterior and interior of the reservoir to determine the required repairs to the wood roof beams, rafters, their connections and the perimeter wood framing supported by the perimeter concrete walls; concrete spall and joint repairs to the perimeter concrete wall and precast concrete columns, preparation of repair drawings indicating the quantity and locations of the required repairs, determine the allowable load capacity of the existing wood roof for the installation of the new waterproofing membrane, check of the capacity of the existing roof from the new roofing membrane, preparation of the specifications, and preparation of the structural cost estimate. Project Owner's Name and Contact Person: Padre Dam Municipal Water District San Diego, CA Contact' Daniel Boyle Engineering, Inc. (619) 433-8710 Estimated Cost (in thousands) of Entire Project: $89,600 d:potentialk9602-14pi Project Name and Location: Chocolate Summit Reservoir San Diego, California Rehabilitation of a 3.5 MG below grade reservoir approximately 20' deep with a plan dimension of 1555(192'. The reservoir is constructed with concrete cast in place perimeter walls that extend approximately 3' above finish grade, a concrete cast in place sloping slab that extends, from the perimeter wails down to the base slab, and a concrete cast in place base slab. Pre-cast concrete columns support wood roof beams and ratters and a corrugated aluminum roof deck. The project included a site investigation to identify, locate and quantify the extent of the repairs to the wood roof structure and the concrete elements. Nature of Firm's Responsibility: Structural design including: site investigation of the exterior and interior of the reservoir to determine the required repairs to the wood roof beams, rafters, their connections and the perimeter wood framing supported by the perimeter concrete walls; concrete spall and joint repairs to the perimeter concrete wall and precast concrete columns, preparation of repair drawings indicating the quantity and locations of the required repairs, determine the allowable load capacity of the existing wood roof for the installation of the new waterproofing membrane, check of the capacity of the existing roof from the new roofing membrane, preparation of the specifications, and preparation of the structural cost estimate. Project Owner's Name and Contact Person: Padre Dam Municipal Water District San Diego, CA Contact: Daniel Boyle Engineering, Inc. (619) 433-8710 Estimated Cost (in thousands) of Entire Project: $198,000 d:potentialk9602-14pi project Name and Location: Blossom Valley Reservoir San Diego, California Rehabilitation of a 7.9 MG below grade reservoir approximately 22' deep with a plan dimension of 203'x288'. The reservoir is constructed with concrete cast in place perimeter walls that extend approximately 3' above finish grade, a concrete cast in place sloping slab that extends from the perimeter walls down to the base slab, and a concrete cast in place base slab. Pre-cast concrete columns support wood roof beams and rafters and a corrugated aluminum roof deck. The project included a site investigation to identify, locate and quantify the extent of the repairs to the wood roof structure and the concrete elements. Nature of Firm's Responsibility: Structural design including: site investigation of the exterior and interior of the reservoir to determine the required repairs to the wood roof beams, rafters, their connections and the pe_rimeter wood framing supported by the perimeter concrete walls; concrete spall and joint repairs to the perimeter concrete wall and precast concrete columns, preparation of repair drawings indicating the quantity and locations of the required repairs, determine the allowable load capacity of the existing wood roof for the installation of the new waterproofing membrane, check of the capacity of the existing roof from the new roofing membrane, preparation of the specifications, and preparation of the structural cost estimate. Project Owner's Name and Contact Person: Padre Dam Municipal Water District San Diego, CA Contact: Daniel Boyle Engineering, Inc. (619)433-8710 Estimated Cost (in thousands) of Entire Project: $168,000 d:potentialX.9602-14pi Project Name and Location: Summit 900 Zone Reservoir City of Anaheim, California A 1.0 million gallon underground reservoir constructed of cast-in-place, post-tension prestressed concrete. ReserVoir is located below street cul-de-sac and subject to H20 loading. Project included appurtenant structures, such as valve vaults, masonry walls, fencing, ladders and platforms. Nature of Firm's Responsibility: Full structural and architectural designs, including preliminary layouts, material selections, color selections, finish selections, establishment of final grade elevations, designs, coordinations with mechanical and electrical, full structural and architectural drawings, preparation of specifications, cost estimates, bidding assistance and construction administration services. Project Owner's Name and Contact Person: City of Anaheim Anaheim, California Contact: Wilson Engineering Mr. Andrew Oven (619) 438-4422 Estimated Cost (in thousands) of Entire Project: $1,200 d:potentialk9602-14pi Project Name and Location: Redwood Village Standpipe City of San Diego, CA Seismic rehabilitation to a 52 fr. diameter x 127 fr. high standpipe reservoir..Project included seismic analysis per AWWA D 100, shell stress analysis, foundation designs, tank anchorages, valve vault restoration, outlet retrofit, ladders, platform railings and manhole addition. Nature of Firm's Responsibility: Full structural analysis and designs, structural drawings, preparation of specifications and cost estimates. Project Owner' s Name and Contact Person: City of San Diego San Diego, california Contact: Wilson Engineering Mr. Andrew Oven (619) 438-4422 Estimated Cost (in thousands) of Entire Project: $450 d:potentialX9602-14pi Project Name and Location: Paradise Mesa Standpipe San Diego, California Seismic rehabilitation to a 60 ii. diameter x 128 ii. high standpipe reservoir. Project included seismic analysis per AWWA D 100, shell stress analysis, foundation designs, tank anchorages, valve vault restoration, outlet retrofit, ladders, platform railings and manhole addition. Nature of Firm's Responsibility: Full structural analysis and designs, structural drawings, preparation of specifications and cost estimates. Project Owner's Name and Contact Person: City of San Diego San Diego, California Contact: Wilson Engineering Mr. Andrew Oven (619) 438-4422 .Estimated Cost (in thousands) of Entire project: $400 d:potentialL0602-14pi PROJECT PERSONNEIJ R2H Engineering, Inc., has assigned the following personnel as key members of the project team: .~ Principal Structural Engineer: -i' Robert Hendershot, S.E. Mr. Hendershot is a principal engineer at R2H Engineering, Inc., and has over 30 years of structural engineering experience. He is an expert in conventional construction materials and methods. His structural experiences include reservoirs, pump stations, retention structures, bridges and various architectural structures. Mr. Hendershot will provide in house peer review/quality control for the proposed project. Project Manager: Craig Rush, S.E., Associate Structural Engineer A minimum of 20% of the project manager's standard weekly time will be dedicated to the project'over the project duration. Mr. Rush is a senior structural engineer at R2H Engineering, Inc., and has over 16 years of structural engineering and construction experience. He is an expert in concrete repair and the design and rehabilitation of structures utilizing concrete, wood, steel and masonry. His design/rehabilitation experience includes reservoirs, pump stations and various architectural structures. Mr. Rush has been the .design architect and structural engineex: on numerous civil projects and is thus well versed in both structural engineering and civil architecture. His expertise extends to aesthetic considerations, coatings, roofings and waterproofing. Mr. Rush has been the structural project manager of successful reservoir rehabilitation projects such as University Heights Reservoir, Blossom Valley Reservoir, Chocolate Summit Reservoir, Redwood Village Standpipe, Mountain Top Reservoir, West Victoria Reservoir, East Victoria Reservoir and Scottsdale Reservoir. Mr. Rush will be the project manager in charge of the proposed project. Project Engineer: Scott Uyeda, P.E., Project Engineer I Mr. Uyeda is a project Engineer at R2H Engineering, Inc., and has more than 14 years of structural engineering experience. He has significant experience in concrete repair and the design and restoration of structures in concrete, wood, masonry and steel construction. His design and rehabilitation experience includes reservoirs, underground concrete storage tanks and the installation of heavy duty floor toppings and coatings. Mr. Uyeda has completed the necessary training required for entry into confined spaces. He has performed the structural investigation, design, rehabilitation and construction administration for various concrete underground storage tanks and has performed site observations, rehabilitation design and cost estimates for the rehabilitation of Blossom Valley Reservoir, Mountain Top Reservoir, Chocolate Summit Reservoir, West Victoria Reservoir and the East Victoria Reservoir. Mr. Uyeda will be a project engineer for the proposed project and responsible for site observations, processing site observation data, preliminary designs, cost estimating and report preparation. D:~otcmfialLO602-14.pp Project Engineer: · .....:..,-_.David Seeley, P.E.; Project Engineer I Mr. Seeley is a project engineer at R2H Engineering, Inc., and has over 17 years of :' diversified structural engineering experience. His experience includes design, specification writing, construction cost estimating, on site construction inspections and inspections of existing civil structures such as bridge reservoirs and pumping stations. Mr. Seeley will be a project engineer for this proposed project responsible for structural analysis, processing site observation data and cost estimating. D:XpotenhalL9602-14. pp PROFESSIONAL RESUME ... ROBERT HENDERSHOT, S.E., F.ASCE President R2H ENGINEERING, INC. Consulting Structural Engineers 11545 W. Bemardo Court, Suite 300 San Diego, CA 92127 (619) 673-8416 Fax (619) 673-8418 PROFESSIONAL REGISTRATION: California, S.E. 2437 dated, January 20, 1982 California, C.E 18251 dated, August 20, 1968 Utah, P.E. 4599 dated, June 17, 1977 Nevada, C.E. 6115 dated, May 22, 1982 Nevada, S.E. 6115 dated, November 20, 1993 Idaho, C.E., S.E., 7537 dated, May 9, 1994 Arizona, S.E., 28135 dated, July 13, 1994 EDUCATION: - 1963 Bachelor of Science in Civil Engineering San Diego State University - Graduate Studies in Engineering: San Diego State University University of California - San Diego California State University - Long Beach Finite Element Analysis Advanced Strength of Materials Structural Dynamics Prestressed Concrete Advanced Structural Analysis Matrix Analysis of Structures Structural Engineering Design Seismic Analysis of Structures - Seminars: (Examples) BRIDGE: Caltrans Bridge Design Practice Seismic Analysis, Design and Retrofitting of Bridges University of Southern California Seismic Retrofit of Bridges University of California San Diego Third U.S. Conference on Lifeline Earthquake Engineering Highway Bridge Design University of Wisconsin- Dr. Charles Salmon PCA: AISC' Earthquake Design Concrete Shear Walls and Ductile Frames Earthquake Design of Concrete Masonry Buildings Structural Steel Design (several) Robert Hendershot Professional Resume Con,. a - Page 2 - Seminars: (Continued) ATC: Design of Horizontal Wood Diaphragms Design of Prefabricated Concrete Buildings for Earthquake Loads AISI: Steel Mill Buildings 15 ASCE: Design of Wood Structures. Liability Management PROFESSIONAL ASSOCIATIONS: - Fellow, American Society of Civil Engineers Technical Council on Lifeline Earthquake Engineering Mbr. Water and Sewage Committee · - Structural Engineers Risk Management Council Technical Peer Review Consultant 1990-1992 - Office of Emergency Services State of California Volunteer Engineer 1988-1993 - County of San Diego Earthquake Preparedness Committee Mbr. Seismic Safety Subcommittee 1988-1992 - The Masonry Society Mbr. Joint Committee on Masonry (TMS,ACI,ASCE) - American Concrete Institute Mbr. Committee 551: Tilt Up Concrete Construction - Earthquake Engineering Research Institute Mbr. Existing Building Committee - Structural Engineers Association of California Director 1987-1989 Mbr. Code Committee 1981-1984 Mbr. Seismology Committee 1989-1993 - Slructural Engineers Association of San Diego President 1986-1987 Vice President 1985-1986 Code Committee Chairman 1972, 1979-1984 Mbr. Seismology Committee 1989-1993 Mbr. Prof. Practice Comm. 1987-1993 Chairman, 1993 Convention EXPERmNCE: -Bridge Engineer - Planning, design and construction supervision of bridge structures and related heavy consmmtion - eight years. Division Street to Market, Road XI-SD-2-SD 1-15 in South San Diego, Contract 11VI13C11-I Twelve separate Interstate Highway Structures. Calexico to Route 8, Road 11-Imp-l-PM 2 to 9.6 Precast, Prestressed American Box single span over waterway set on pile supported abutments. Sassafras to San Diego River, Road 11-SD-5-PM 17.5 to 19.6, Contract 11-034724. Interstate 8 - Interstate 5 Interchange and related bridge structures Grossmont - Third Street, Road 11-SD-8, PM 12.8 to 17.8. Federal No. 1-008-1(33) 13. Bridge widening of I-8 through El Cajon, California. -Plan Check Engineer - commercial and industrial facilities including high-rise, hospitals and schools for department of building inspection - three years. · Sheraton Harbor Island Hotel - 13-story, full service hotel. Concrete moment frame and shear wall set on pile foundation. · Kaiser Permanente Hospital - 4647 Zion, San Diego. Six (6) story steel framed, full sen4ce medical hospital. · Pacific View Apartment - 13-story, masonry shear wall and precast floor system set on pile foundation on Ocean front in Pacific Beach. · Complex analysis and design evaluation for over $750,000,000 in construction cost evaluation for major commercial, industrial and institutional buildings coveting all material types and construction methods.' -Structural Design Engineer - Project Engineer for oTM firm doing all types of building and civil structures using steel, wood, concrete and masonry. Significant design experience in industrial buildings to over 300,000 square feet including multiple crane type installation, machine foundation and process equipment installation. Robert Hen&n-shot Professional Resume C~,,,,~nu'ed Page 3 EXPERIENCE: (Continued) Community shopping centers, school facilities (OSA), health care facilities (OSHPD), multi trait residential (including 4 story over multiple levels of parking), hotels, motels, office buildings, g3mmasiums, aircrat't hangars, church buildings, recreational structures, etc. Responsible charge for complete structUral:design process, including planning, project definition, design development, contract documents (plans and ~pecifications), bid assistance, construction phase services (obs ~ervation, administration, material control, submittal review and approval) and quality control of projects. Structural design of numerous water works facilities. Facilities include pump houses, wet well/dry well combinations, containment tanks/reservoirs above and below ground, auxiliary buildings, etc. Responsibility included full structural/architectural design. Woodson Randa Water Reclamation Facility, Ramona, California. Full facility with aeration basis, flow equalization tank?, h. olding tank, wet-well, aerobic digester influent structure and related buildings. Water reclamation facility conskstmg of blower/chlorination building, operations building, aeration basin, flow equalization tank, holding tank, wet well, retaining walls, aerobic digester influent structure and pump station structure. Sierra del Oro Water Treatment Plant. A 5 MGD potable water treatment facility in Corona, California. Complete structural design of all tanks, v,4ers, platform, vaults and integral support system. University Heights Reservoir, San Diego, California. Rehabilitation of a 11.9 million gallon cast-in-place concrete reservoir. The project included site investigations, testinff, seismic analysis, vertical analysis, roof rehabilitation to .sp.alling and cracked concrete, addition of new valve vaults, addition of a new divider wall and replacement of wall joints. Buena Vista Pmnp Station, Carlsbad, California. Rehabilitations and modifications to an existing 40' diameter, 34' tall sewage pump station. Modifications included addition of 70' long drilled piers, addition of pump supports and wet well channels, new generator room with bridge crane, electrical room and vehicle access platform utilizing pre- cast prestressed concrete planks. -Substantial experience .in forensic engineering, investigation, analysis, evaluation and reports on distressed structures (AlLstate Ins. Co., State Farm, many law firms as expert witness). Provided professional services on over 250 separate cases. d:¥otenti~LO602-14r, res Printed: April 4, 1996 PROFESSIONAL RESUME CRAIG RUSH, S.E. Associate Structural Engineer -- R2H ENGINEERING, INC., Consulting StruCtural Engineers EDUCATION: - Bachelor of Science; Structural Engineering University of California, San Diego - Seminars: (Examples) APA: Plywood Design and Uses SEA: Existing Structures: Evaluation and Rehabilitation SEA: Welding Design and Procedures ACI: .Tilt-Up Construction Design and Procedures AWWA: Water R6servoirs PROFESSIONAL REGISTRATION: California, C.E 44928 California, S.E. 3714 PROFESSIONAL ASSOCIATIONS: - Structural Engineers Association of San Diego Mbr. Code Committee - International Concrete Repair Institute Past Mbr. Board of Directors - Office of Emergency Services State of California Volunteer Engineer EXPERrl::.NCE: · Project engineer/project architect in charge of structural designs, architectural designs, plan preparations, specifications, cost estimates, contract administrations and construction inspections of a wide variety of civil and architectural projects. · Project types include: bridge works, culverts, reservoirs, v~ater/wastewater plants, underground vaults, retention systems, shoring systems, industrial facilities, commercial buildings, military facilities, schools, hospitals, dormitories and post offices. · Projects incorporate structural engineering materials and methods such as: concrete, prestressed concrete, structural steel, masomy, wood, structural plastics; caissons, piles, underpinning, cast-in-place concrete, pre-cast concrete, steel frames, shear walls, and cable stayed. · Projects incorporate architectural materials and methods such as: paints, special coatings, cement plaster, waterproofing, roofings, windows, doors, hatches, louvers, wall covetings, floorings, deck coatings, stairs, guardrails, handrails and fencing. · Projects designed meeting requirements of'appropriate governing jurisdictions and codes such as: Caltrans, UBC, OSA, and/or AWWA. · Project experience includes: Construction cost estimates, specification preparation, (Calffans, CSI, Public Wor'ks Construction "Green · Book"), construction contracts preparation (AIA, EICDC) and contract administration (inspection, testing procedures, shop drawings, payment methods, fund controls, budgets and schedules). D:XpotentialX.9602.14c.res Printed: April 4, 1996 Craig Rush Professional Resume Continued Page 2 Relevant structural project design/management experience includes: University Heights Reservoir: Rehabilitation of an 11.9 mg, below grade concrete reservoir xx4th a double tee/I girder concrete roof. Blossom Valley Reservoir: Rehabilitation of a 7.9 m~, below grade reservoir with concrete base, concrete walls, ~ood roof and aluminum roofing. Chocolate Summit Reservoir: Rehabilitation of a 3.5 rog, below grade reservoir with concrete base, concrete walls, wood roof and aluminum roofing. · Summit 900 Zone Reservoir: Design of a new 1.0 rog, buried prestressed concrete reservoir. Redwood Village Standpipe: Seismic rehabilitation of a 59 foot diameter x 127 foot high steel tank reservoir. Mt. Woodson Reservoir: Design of a new 1.5 rog, steel tank reservoir. D:XpotentialX9602-14c.res Printed: April 4, 1996 PROFESSIONAL RESUME SCOTT R. UYEDA, P.E. Project Engineer ..- R2H ENGINEERING, INC., Consul!.ing Engineers EDUCATION: - Bachelor of Science: Civil Engineering University of Southern California PROFESSIONAL REGISTRATION: California, C.E. 38886 PROFESSIONAL ASSOCIATION - Structural Engineer Association Secretary, 1995-1996 -American Society of Civil Engineers Member EXPERIENCE: Project engineer in charge of structural design, plan and specification preparation, specification, s, cost estimates, construction administration and construction inspections on a variety of structural projects. Projects types include: pump stations, vaults, reservoirs, industrial buildings, commercial · buildings, military facilities, schools, hospitals and churches. Projects incorporate a variety of construction materials and design methods: cast in place concrete, prestressed concrete, structural steel, wood, masonry, piles steel moment and braced fi.ames, concrete, masonry and wood shear walls. Projects incorporate architectural material and methods: paint, floor coatings, floor coveting, movable office partitions, wall finishes, wall covetings, windows, doors, door hardware, guardrails, handrails, stairs and chain link fences. Projects designed to meet the requirement of the appropriate governing jurisdiction and codes such as Uniform Building Code, DS& and/or AWWA. Project experience includes: Construction cost estimates, specification preparation (CSI, Specs- Intact), construction drawing preparation and contract administration (shop drawing approval, inspection, testing procedures and payment method) D:kpotentialk9602-14s.res Scott Uyeda Professional Resu. -ontinued Page 2 Relevant structural project design experience includes: Blossom Valley Reservoir: Rehabilitation ora 7.9 mg, below grade reservoir with concrete base, concrete walls, woodltoof and aluminum roofing. Chocolate Summit Reservoir: Rehabilitation of a 3.5 mg, below grade reservoir with concrete base, concrete walls, wood roof and aluminum roofing. Mountain Top Reservoir: RehabilitatiOn of 2.5 mg, below grade reservoir with concrete base, concrete walls, wood roof and aluminum roofing. Rohr, Inc., C70 Salt Bath Pit: Rehabilitation of a 14'x22'x7' deep underground concrete storage tank. Naval Station, San Diego, CA: Repair of steam vaults, rehabilitation of seven below grade concrete steam vaults for repair of spalling and cracking. D:¥otentialX9602-14s.res PROFESSIONAL RESUME DAVID SEELEY, P.E. Project Engineer R2H ENGINEERING, INC., Consulting Structural Engineers EDUCATION: -Bachelor of Science in Civil Engineering University of Missouri - Rolla, May 1977 -Master of Engineering in Civil Engineering Brigham Young University, April 1978 -Seminars ASCE: MHTD: FHWA: Bridge Inspection, Evaluation and Rehabilitation Seismic Isolation of Highway Bridges Inspection of Fracture Critical Bridge Members PROFESSIONAL REGISTRATION: Missouri, P.E., 020031 Kansas, P.E., 9930 Nevada, P.E., 11751 PROFESSIONAL ASSOCIATIONS: American Concrete Institute EXPERIENCE: Over 17 years of diversified structural engineering experience including structural design, project management, specification writing, construction cost estimating, quality control, on site construction inspection, and inspection of existing bridges, pump stations, reservoirs and buildings. Structural engineering services provided for both ~he public and private sectors including various municipal public works departments, parks and recreation departments, state DOT'S, private developers, commercial businesses and federal government agencies including the Corps of Engineers and the Department of Energy and the Naval Facilities Engineering Command. structural design engineer for a wide range of structure types including steel, concrete and reinforced masonry buildings, precast concrete buildings, concrete tilt-up panel buildings, prestressed concrete bridges, cast in place concrete bridges, steel bridges, ox culverts, power plants, pipe supports, overhead crane installations, detention basins, drainage structures and water/wastewater facilities including in ground and above ground clarifiers, oxidation ditches, sludge holding basins, and pumping stations. D:¥otentialk960214tires David Seeley Professional Reshme Continued Page 2 Partial list of project experience includes: Home Quarters: A 40'x40'x8' reservoir basin. Reinforced concrete basin constructed below grade. · 5 '.- .. Wastewater Treatment Facility: A new'wastewater treatment plant consisting of two 145 fobt diameter reinforced concrete aeration basins, a 1 l0 foot diameter final clarkfier, a sludge holding basin, several pump stations and a lime soil foundation. Treatment Facility Upgrade: Addition of new wastewater treatment facilities including an 80 foot diameter final clarifier, sludge drying beds and a laboratory building. Wastewater Treatment Facility: A reinforced concrete oxidation ditch, aeration equipment supports and pumping facilities. Water Treatment Facility Improvements. A three-story reinforced masonry treatment building, a 900 sq. ft., steel pump station enclosure building, a 20 foot deep reinforced concrete clearwell structure. D :kpotenlial~ 6 0 214ckres SCOPE OF SERVICES The Scope of Services listed herein was developed utilizing the City of Tustin Project Request for Proposal dated, February 12, 1996, and the.~.Water System Storage Evaluation Study by Daniel '- Boyle Engineering, Inc., dated, October 19,1.1990 and modified after a meeting with City Staff o~n March 13, 1996. We anticipate our scope ofservices to be comprised of the following and encompass the noted estimated man hours: Please note, the following personnel assigned to each task is: Principal Engineer- Project Manager- Project Engineer I - Robert Hendershot Craig Rush Scott Uyeda David Seeley I. FOOTHILL RESERVOIR . Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Estimated Personnel Hours:. Project Manager Project Engineer I 4 Hours 2 Hours . Site visit: Expected to be comprised of exterior observations and interior observations from a boat. Estimated Personnel Hours: Project Manager Project Engineer I 4 Hours 10 Hours o Evaluate the structural ability of the existing columns and column footings to accept additional roof load. Estimated Personnel Hours: Project Engineer I 6 Hours . If the columns and footings are found to be adequate, provide recommendations for new roofing system. Estimated Personnel Hours: Project Manager Project Engineer I 2 Hours 4 Hours o If the columns and footings are inadequate, evaluate alternatives of installation of a floating cover versus demolition and construction of a new reservoir. Estimated Personnel Hours: Project Manager Project Engineer I 2 Hours 4 Hours D:~OTENTIAL~g(o02-14. S $ . . o . 10. 11. 12. 13. 14. Evaluate removal of top soil and installation of an impervious membrane as an interim measure. Estimated Personnel Hours: :.i:5 Project Manager 2 Hours Project Engineer I 4 Hours Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 16 Hours Evaluate reservoir and/or site for expansion to storean additional 2M gallons of water. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 4 Hours Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours: Project Engineer I 2 Hours Evaluate structural impact of modifications for larger hatches. Estimated Personnel Hours: Project Manager 1 Hour Project Engineer I 2 Hour Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated PersonnelHours: Project Engineer I 1 Hour Provide recommendations for -rehabilitation phase design requirements Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 4 Hours Prepare preliminary cost estimates for recommended alternatives. Estimated Personnel Hours: Project Engineer I 8 Hours Prepare report documenting all findings and recommendations. Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 6 Hours Typist 2 Hours D :~DTENTIALL~::~02.14: S S COMMUNICATION R2H Engineering, Inc., fully understands the importance of clear communication between members of'the design team. We believe the client (city staff) is the most essential member of the design team and thus find it imperative to have informative, concise, accurate and professional '" communication between R2H Engineering, hac., and city staff. R2H proposes providing the city staffa written weekly update on the project~' outlining accomplishments of the past week, '~ anticipated tasks to be accomplished the following week and requests for information (if any) required to accomplish tasks. This project update will then be faxed each Friday to the appropriate city staff person. R:a-I project manager will also be readily available by phone to discuss the project as will any R2H personnel involved in the project. Also, please note in our Scope of Services, we anticipate three meetings with city staff'during the duration of the project and will take and distribute minutes of the meeting recording memorable events. PROJECT TIME R2H Engineering, Inc., expects to complete our'Scope of Services in a maximum of 60 calendar days from contract execution. This time frame may actually be accelerated dependent upon the ava/lability of city staff. In order to ensure time and cost control, R2H maintains an MIS (Management Information System) which provides the project manager with up to date cost and. percentages and complete information on all current R2H projects on a weekly basis. Corporate planning meetings are held on a bimonthly basis and project management meetings are held each Monday to discuss workload, project progress, personnel hour requirements, schedules and budgets. MIS information is discussed at these meetings, including percentage of budget spent to-date, budget remaining, and man-hours expended to date. This information is coupled with in-house milestones and milestone reviews to ensure that the project is at or ahead of schedule. INFORMATION EXPECTED TO BE PROVIDED BY THE CITY Based on our past experiences with similar projects, we expect the city to provide the following: All existing records. Assistance in scheduling site visits. Setting reservoir water to requested levels prior to site visits. . Access to the sites. Boat with one qualified person to operate. (For site visits). One qualified standby person at reservoir entrance during accessing the reservoir interiors. Any safety equipment required during accessing the reservoir interiors. DSpotentialX960214ic EOUIPMENT RaH Engineering, Inc., is fully equipped with contemporary, technically advanced computers, software, communications and other equipment. Our San Diego office is equipped with MS/DOS compatible computers on each staff person'-:s desk. Our engineering software includes STAAD HI, SES, Enercalc and Abacus. Our draftihg is fully automated utilizing AutoCaDD Release 12, SoftDesk ACADD, plotters and DiaZo prirlter. Our word processing utilizes WordPerfect '~ Release 6.1, Perfect Office and laser printers. Our communication equipment includes Meridian phone system, fax machines, mobile phones, pagers and computer fax/modems. OUALITY CONTROI, RaH engineers have benefitted from substantial experience in the publiC and private sectors. We recognize the difficulties caused by incorrect or missing documentation. RaH requires all projects and reports be reviewed by a second project engineer in the office. Our QA/QC procedures are dictated through check lists as well as monitoring project status. Coordination among calculations, drawings, specifications and repons is recognized as being of prime importance. EOUAL OPPORTUNITY RaH Engineering, Inc., is committed to providing equal opportunity to all persons. R2H Engineering, Inc., has a proven track record of hiring and promoting minority and women employees for both technical and non-technical positions. SUMMARY RaH Engineering, Inc., offers the City of Tustin Public Works/Water Service Division unsurpassed commitment to the rehabilitation efforts of the Foothill, Simon and Rawlings Reservoirs. We offer the city the following: Full commitment to the client and project Proven investigations, designs and rehabilitation reservoirs similar to the Foothill, Simon and Rawlings Reservoirs. Proven leadership of successful design teams. Proven project organization. Proven ability to design our projects on budget and on time. Qualified, experienced and stable work force. Ability and willingness to listen, respond and put into effect the city's ideas and requirements. D:¥otentialk960214ic SUMMARY- Continued A team of well respected engineers. Effective quality assurance/quality control. Modern, up to date field equipment~-- Commitment to equal opportunity Por all. Commitment to the Tustin Commu~ty. We are excited about the opportunity to work with the city staff, advancing the rehabilitation of Foothill, Simon and Rawling Reservoirs fi.om a concept to a reality we can be proud of. RaH Engineering, Inc., looks forward to further discussing your project and our capabilities with you. Respectfully Submitted, R2H ENGINEERING, INC. by Robert Hendershot, S.E., F.ASCE Vice President Enclosure D:¥otentialL060214ic FOOTHILL, RAWLINGS AND SIMON RESERVOIRS PROPOSED FEES . . FOOTHILL RESERVOIR Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Proposed Cost Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 2 Hours $168. Site visit: Expected to be comprised of exterior observations and interior observations from a boat. . . . Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 10 Hours $840. Evaluate the structural ability of the existing columns and column footings to accept additional roof load. Estimated Personnel' Hours: Project Engineer I 6 Hours $504. If the columns and footings are found to be adequate, provide recommendations for new roofing system. Estimated Personnel Hours: Project Manager 2 Hours $192. Project Engineer I 4 Hours $336. If the columns and footings are inadequate, evaluate alternatives of installation of a floating cover versus demolition and construction of a new reservoir. Estimated Personnel Hours: Project Manager 2 Hours $192. Project Engineer I 4 Hours $336. D:~3TENTIAL~9602_ 14.S2 o o . . 10. 11. 12. 13. Evaluate removal of top soil and ins.t:'-allation of an impervious membrane as an interim measure. Estimated Personnel Hours: Project Manager Project Engineer I 2 Hours 4 Hours Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 16 Hour Evaluate reservoir and/or site for expansion to store an additional 2M gallons of water. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 4 Hours Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours: Project Engineer I 2 Hours Evaluate structural impact of modifications for larger hatches. Estimated Personnel Hours: Project Manager 1 Hour Project Engineer I 2 Hours Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated Personnel Hours: Project Engineer I 1 Hour Provide recommendations for rehabilitation phase design requirements Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 4 Hours Prepare preliminary cost estimates'for recommended alternatives. Estimated Personnel Hours: Project Engineer I 8 Hours $192. $336. $384. $1,344. $384. $336. $168 $96. $168. $84. $192. $336. $672. D:L~:K)TENTIALLO602-14.$2 14. 15. Ao g. Prepare report documenting all findings: and recommendations. Estimated Personnel Hours: Miscellaneous Project Management. Estimated Personnel Hours: Project Manager Project Engineer I Typist Principal Engineer Project Manager 2 Hours 6 Hours 2 Hours 2 Hours 4 Hours Proposed Fee Subtotal (Foothill) OPTIONAL SERVICES .(AT CITY DIRECTION) Additional site visit when reservOir is in "dry" condition. Estimated Personnel Hours: Principal Engineer Project Engineer I Material Testing: (To occur in conjunction with "dry" entry site visitl) i. Concrete cores for compression test and visual evaluation of concrete quality. Optional Services Fee Subtotal (Foothill) 4 Hours 8 Hours ? $192. $504. $74. $240. $384. ~;8,894.' $384. $672. $1,800. $2,856. H. . RAWLINGS RESERVOIR Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Estimated Personnel Hours: Project Manager 4 Hours $3 84. Project Engineer I 2 Hours $168. Site visit: Expected to be comprised of exterior observations and interior observations from a boat.- Estimated Personnel Hours: Project Manager Project Engineer I 4 Hours 10 Hours $384. $84O. D:~POTENTIAL\9602.14.SS . . . . . o . 10. Investigate the condition and stren .g!h of the glulam beams. Estimated Personnel Hours: Project Manager Project Engineer I 2 Hours 8 Hours EValuate condition of steel roof panels and provide recommendations for any needed replacements. Estimated Personnel Hours: Project Manager Project Engineer I 1 Hour 4 Hours Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. · Estimated Personnel Hours: Project Manager 4 Hours · . Project Engineer I 10 Hours $192. $672. $96. $336. $384. $840. Evaluate reservoir and/or site for expansion to store an additional 2M gallons of water. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 4 Hours Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours: Project Engineer I 2 Hours Evaluate structural impact of modifications for larger hatches. Estimated Personnel Hours: Project Manager 1 Hour Project Engineer I 2 Hour Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated Personnel Hours: Project Engineer I 1 Hour Provide recommendations for rehabilitation phase design requirements Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 4 Hours $384. $336. $168. $96. $168. $96. $192, $336. D:~TENTIALL0602-14.SS 11. 12. 13. m. Bo Prepare preliminary cost estimates f6r recommended alternatives. · Estimated Personnel Hours' Project Engineer I 8 Hours $6~2. Prepare report documenting all findings and recommendations. Estimated Personnel Hours: Miscellaneous Project Management. Project Manager Project Engineer I Typist 2 Hours 6 Hours 2 Hours $192. $504. $74. Estimated Personnel Hours: Principal Engineer Project Manager 2 Hours 4 Hours $240. $336. Proposed Fee Subtotal (Rawlings) $8,090. OPTIONAL SERVICES (AT CITY DIRECTIO~ Additional site visit when reservoir is in "dry" condition. Estimated Personnel Hours: Principal Engineer Project Engineer I 4 Hours 8 Hours $384. $672. Material Testing: (To occur in conjunction with "dry" entry site visit and both materials tested concurrently.) ii. Concrete cores for compression test and visual evaluation of concrete quality. Glu-lam beam cores for shear testing of glue bond and visual evaluation of material quality. $1,200. $900. Optional Services Fee Subtotal (Rawlings) $3,156. III. SIMON RESERVOIR Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 2 Hours $168. D:ht~OTENTIAL L0602.14. SS . o . o . . o . Site visit: Expected to be comprised of. exterior observations and interior observations"" from a boat. Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 10 Hours $840. Site visit: Interior observations when reservoir is in "dry" condition. Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 8 Hours $672. Assess the structural integrity of the roof system, particularly the main beam-column connection and recommend remedial measures. Estimated Personnel Hours: Project Manager 4 Hours $384. Project Engineer I 10 Hours $840. Evaluate the removal of the top soil and placement of an impervious membrane and provide recommendations. Estimated Personnel Hours: Project Manager 2 Hours $192. Project Engineer I 4 Hours $336.' Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. Estimated Personnel Hours: Project Manager 4 HOurs $384. Project Engineer I 24 Hours $2,016. Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours' Project Engineer I' 2 Hours $168. Evaluate structural impact of modifications for larger hatches. Estimated Personnel Hours: Project Manager Project Engineer I 1 Hour 2 Hour $96. $168. Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated Personnel Hours: Project Engineer I 1 Hour $84. D:~DTENTIALkg002-14. SS 10. 11. Provide recommendations for rehabilitation phase design requirements Estimated Personnel Hours: Project Manager Project Engineer I 2 Hours 4 Hours Prepare preliminary cost estimates for recommended alternatives. Estimated Personnel Hours: Project Engineer I 8 Hours $192. $336. $672. 12. 13. m. Prepare report documenting all findings and recommendations. Estimated Personnel Hours: Project Manager Project Engineer I Typist 2 Hours 6 Hours 2 Hours Miscellaneous Project Management. Estimated Personnel Hours: Principal Engineer Project Manager 2 Hours 4 Hours Proposed Fee Subtotal (Simon) OPTIONAL SERVICES (AT CITY DIRECTION) , Material Testing: (To occur in conjunction with "dry" entry site visit.) i. Concrete cores for compression test and visual evaluation of concrete quality. $192. $504. $74. $240. $384. $10,094 $1,800. Option Services Fee Subtotal. (Simon) $1,800 D:kPOTENTIALLO602_ 14. S S IV. GENERAL Meetings with City Staff. A total of four meetings are anticipated with the final meeting anticipated to occur after the project report of findings and recommendations is submitted: Estimated Personnel Hours: Project Manager 24 Hours $1,920. Typist 6 Hours $222. Miscellaneous Reimbursables such as travel, reproduction, etc... $1,000. Proposed Fee Subtotal (General) $3,142. Respectfully Submitted, R2H ENGINEERING, INC. Project Total Not to Exceed Fee: (Excluding Option Services) Optional Services Not to Exceed Fee: $30,220.00 $7,812.00 by Robert Hendershot, S.E., F.ASCE Vice President Enclosure D :XPOTENTIALLO~2-14. S S EXHIBIT "B" Public Works / Water Service Division February 12,1996 Robert Hendershot R2H Engineering, Inc. 11545 W. Bemardo Ct., Suite 300 San Diego, CA 92127 ity of Tustin 235 E. Main Street Tustin, CA 92680 (714) 573-3375 FAX (714) 838-0039 SUBJECT: Dear Mr. Hendershot: REQUEST FOR PROPOSAL - PROVIDE ENGINEERING SERVICES FOR THE STRUCTURAL ANALYSIS OF THE FOOTHILL, SIMON AND RAWLINGS RESERVOIRS The City of Tustin desires to engage the services of a consulting firm experienced in evaluating the structural condition of existing water reservoirs and providing recommendations for repair alternatives. Three reservoirs are to be evaluated for repairs; the Foothill, Simon, and Rawlings Reservoirs. BACKGROUND The major storage reservoirs of the Tustin Water Service are in a poor state of condition and subject to major damage or failure as a result of seismic activity at any time. Though the potential for adjacent improvements is less, the collapse of the roof structures of both Foothill Reservoir and Simon Reservoir presents a potential hazard to City personnel and would result in a serious storage capacity loss. The condition of the Rawlings Reservoir roof dictates that a determination of the load bearing capability and integrity of the glulam beams should be made. Foothill Reservoir The Foothill Reservoir is a buried rectangular reservoir (180 feet long, 130 feet wide, and 26-1/2 feet deep) with a storage capacity of 3.3 million gallons. The reservoir was constructed in 1959 with the floor and sloping sides made of 3 to 4 inches of wire mesh reinforced gunite and a 7-1/2 inch thick reinforced concrete slab roof supported by five rows of eight columns. The roof is covered with 6 inches of topsoil. Because of leaks in the floor and sides, a hYPalon liner was installed in 1990. REQUEST FOR PRo~'OSAL February 12, 1996 Page2 Rawlings Reservoir The Rawlings Reservoir is a 4.7 million gallon rectangular reservoir (218 feet by 175 feet by 26 feet deep) with sloping sides and covered by a timber and sheet metal roof. The sloping sides and floor were constructed of 4 inches of asphaltic concrete overlain with two layers of asphalt panels. The roof structure consists of glulam beams supported by precast reinforced concrete columns. The roof joists are covered by galvanized and painted pressed steel panels. The reservoir was constructed in 1971. As with the Foothill Reservoir, a hypalon liner was added in 1989 due to floor and side slope leaks. Simon Reservoir The Simon Reservoir was constructed in 1960 (121 feet by 100 feet by 27 to 31 feet) of 4 inches of wire mesh reinforced gunite. The roof, which is covered by 6 inches of top soil, is supported by three rows of five columns. The columns support three rows ofprecast inverted T-beams. The roof deck consists of prestressed double-T beams. All services'will be procured in accordance with existing City of Tustin policies which require professional firms to be selected on the basis of professional experience, qualifications and cost. Compensation to be paid under any resulting agreement will be based on individual tasks and progress payments will be made for completed tasks only. Proposing firms will be evaluated on demonstrated competence, professional qualifications, familiarity and experience with providing this type of service, and the understanding of the City of Tustin's needs. The experience of the Project Manager and the percentage of his time to be dedicated to the project will be key factors. The method for maintaining close communication with City staff and approach to completing the project in a timely manner will be of utmost importance. The selected firm will report directly to the City's Program Manager, ASL Consulting Engineers. It is expected that the selected firm will provide the necessary analysis and make recommendations on all technical issues. Written proposals will be evaluated by a selection committee. Subsequently, selected firms may be asked to give a presentation to the committee. Upon selection of the most qualified firm, a Scope of Work and Fee Arrangement will be negotiated. If the selected firm and the City are unable too negotiate a fee arrangement deemed fair and reasonable, the City will attempt to negotiate an agreement with the next most qualified firm, and so on until an agreement is reached. REQUEST FOR pRoPOSAL February 12, 1996 Page3 II. III. SCOPE OF WORK I. FOOTHILL RESERVOIR 1. Review existing records. 2. Site visit 3. Evaluate the structural ability of the existing columns and column footings to accept additional roof load and to resist seismic forces. 4. If the columns and footings are found to be adequate, provide recommendations for new roofing system. 5. If the columns and footings are inadequate, evaluate alternatives of installation of a floating cover versus demolition and construction of a new reservoir. 6. Evaluate removal of top soil and installation of an impervious membrane as an interim measure.. 7. Prepare preliminary cost estimates for recommended alternatives. 8. Prepare report documenting all findings and recommendations. RAWLINGS RESERVOIR 1. Review existing records. 2. Site visit 3. Investigate the condition and strength of the glulam beams. 4. Evaluate condition of steel roof panels and provide recommendations for any needed replacements. 5. Prepare preliminary cost estimates fOr recommended alternatives. 6. Prepare report documenting all findings and recommendations. SIMON RESERVOIR 1. Review existing records. 2. Site visit 3. Assess the structural integrity of the roof system, particularly the main beam- column connection, with respect to seismic activity and recommend remedial measures. · 4. Evaluate the removal of the top soil and placement of an impervious membrane and provide recommendations. 5. Prepare preliminary cost estimates for recommended alternatives. 6. Prepare report documenting all findings and recommendations. REQUEST FOR PK,_.,'OSAL February 12, 1996 Page4 ITEMS TO BE SUPPLIED BY T..-HE CITY .. The City shall supply/provide theeonsultant with the following: 1. A copy of the Water System Storage Evaluation Study prepared by Daniel Boyle Engineering, Inc., October 19, 1990. 2. Improvement plans and specifications (as available) for the construction of each of the reservoirs. 3. Site plans and plans of modifications performed since original construction. INFORMATION TO BE INCLUDED IN THE PROPOSAL Your proposal for this work should include the following information' Your firm's qualifications for performing this work, including your related experience in the preparation of structural evaluations of existing reservoirs. Provide a brief list of similar types of projects which your finn has previously performed, including scope, cost and agency for whom completed, including contact person and phone' number. . Identification, titles and qualifications of individuals who will supervise and perform the necessary services as discussed in the Scope of Work. The experience and qualifications of the project manager will be a significant factor in the evaluation process, and the percentage of his time that will be dedicated to the project should be provided. An identification of the tasks necessary to complete the Scope of Work and an estimate of the time and man hours necessary to complete each task. Identify the individuals who will be assigned to each task. 4. The information you expect to be provided by the City. o Fee schedule (submit in a SEPARATE SEALED ENVELOPE) indicating the proposed cost for completing each task and a resulting "not to exceed" cost of the project based upon the work hours, hourly rates, and other associated costs. The proposed cost to complete each task shall include the costs of all administration and overhead, project site visits, attendance at meetings, and all reproduction costs. Include a schedule of hourly rates for your firm's employee titles or various classifications in the sealed envelope. REQUEST FOR ~'~OPOSAL February 12, 1996 Pa~e~ 6. Any other infom~ation you fee[ is pertinent to this project. If.you desire to submit a proposal tv perform the requested services, return it to Gary Veeh, Water Services Manager, 235 E. Main Street, Tustin, CA 92680, no later than 4:00 p.m., Thursday, February 29, 1996. Please note that three (3) copies of your proposal must be submitted. Please note that a mandatory preproposal meeting and job walk is scheduled for February 20, 1996 at 1:00 p.m. Please meet at the Public Works office at Tustin City Hall. Please feel free to call me at (714) 573-3381 if you have any questions concerning this request. Very truly yours, Gary R, Veeh Water Services Manager 15. Bo Miscellaneous Project Management. ' Estimated Personnel Hours: Principal Engineer 2 Hours Project Manager 4 Hourg OPTIONAL SERVICES (AT CITY DIRECTION) Additional site visit when reservoir is in "dry" condition. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 8 Hours Material Testing: (To occur in conjunction with "dry" entry site visit) i. .Concrete cores for compression test & visual evaluation. . o . o RAWLINGS RESERVOIR ' Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 2 Hours Site visit: Expected to be comprised of exterior observations and interior observations from a boat. Estimated Personnel Hours: Project Manager Project Engineer I Investigate the condition and strength of the glulam beams. Estimated Personnel Hours: Project Manager Project Engineer I 4 Hours 10 Hours 2 Hours 8 Hours Evaluate condition of steel roof panels and provide recommendations for any needed replacements. 1 Hour 4 Hours Estimated Personnel Hours: Project Manager Project Engineer I Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. 4 Hours 10 Hours Estimated Personnel Hours: Project Manager Project Engineer I D: ~DTENrTIALL0602-14. S$ 6. Evaluate reservoir and/or site for expansion to store an additional 2M gallons of water. Estimated Personnel Hours: ","i? Project Manager 4 Hours _~ Project Engineer I 4 Hours 7. Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours: Project Engineer I 2 Hours 8. Evaluate structural impact of modifications for larger hatches. Estimated Personnel Hours: Project Manager " 1 Hour Project Engineer I 2 Hour 9. Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated Personnel Hours: Project Engineer I 1 Hour 1 o. Provide recommendations for rehabilitation phase design requirements Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 4 Hours 11. Prepare preliminary cost estimates for recommended alternatives. Estimated Personnel Hours: Project Engineer I 8 Hours 12. Prepare report documenting all findings and recommendations. Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 6 Hours Typist 2 Hours 13. Miscellaneous Project Management. Estimated Personnel Hours: Principal Engineer 2 Hours Project Manager 4 Hours OPTIONAL SERVICES (AT CITY DIRECTION) A. Additional site visit when reservoir is in "dry" condition. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 8 Hours D:~TENTIAL~>02-14.S S Bo Material Testing: (To occur in conjunction with "dry" entry site visitand both materials tested concurrently.) io Concrete cores for compression test & visual evaluation. "._ Glu-lam beam cores for shear testing of glue bond and visual evaluation of'material quality. ~ tm. . , SIMON RESERVOIR Review existing records; expected to include original plans, calculations, shop drawings, soils report and post construction reports. Estimated Personnel Hours: Project Manager Project Engineer I 4 Hours 2 Hours Site visit: Expected to be comprised of exterior observations and interior observations from a boat. Estimated Personnel Hours: Project Manager Project Engineer I 4 Hours 10 Hours o , o o Site Visit: Interior Observations when reservoir is in "dry" condition. Estimated Personnel Hours: , Project Manager 4 Hours Project Engineer I 8 Hours Assess the structural integrity of the roof system, particularly the main beam-column connection and recommend remedial measures. Estimated Personnel Hours: Project Manager 4 Hours Project Engineer I 10 Hours Evaluate the removal of the top soil and placement of an impervious membrane and provide recommendations. Estimated Personnel Hours: Project Manager Project Eng/neer I 2 Hours 4 Hours Evaluate seismic load demand capacity of load bearing elements, critical structural components and critical structural connections. Estimated Personnel Hours: D:kPOTENTIALk9602-14.S S Project Manager Project Engineer 4 Hours 24 Hours o o . 10. 11. Evaluate structural condition of inlet/outlet area of reservoir. Estimated Personnel Hours: Project Engineer I 2 Hours Evaluate structural impact of modifiCations for larger hatches. Estimated Personnel Hours: Project Manager 1 Hour Project Engineer I 2 Hour Identify potential for necessity of corrosion engineering for the rehabilitation phase. Estimated Personnel Hours: Project Engineer I 1 Hour Provide recommendations for rehabilitation phase design requirements Estimated Personnel Hours: Project Manager 2 Hours Project Engineer I 4 Hours' Prepare prelimi. 'nary cost estimates for recommended alternatives. Estimated Personnel Hours: Project Engineer I 8 Hours 12. 13. m. Prepare report documenting all findings and recommendations. Estimated Personnel Hours: Project Manager 2 Hours project Engineer I 6 Hours Typist 2 Hours Miscellaneous Project Management. Estimated Personnel Hours: Principal Engineer Project Manager 2 Hours 4 Hours OPTIONAL SERVICES (AT CITY DIRECTIO~ Material Testing: (To occur in conjunction with "dry" entry site visit.) Concrete cores for compression test and visual evaluation of concrete quality. DSPOTENTIAL~9602-14.SS IV. GENERAL Meetings with City Staff A total of four meetings are anticipa~d with the final meeting anticipated to occur alter'-. the project report of findings and ree0mmendations is submitted: Estimated Personnel Hours: Prgject Manager 24 HOurs Typist 6 Hours ; D:~POTENTIALL9602-14.SS April 24, 1996 R2H Engineering, Inc. City of Tustin 300 Centennial Way Tustin, CA 92680 Attn: Dana R. Kasdan, Engineering Services Manager .Subject: Engineering Services for the Structural Analysis of the Foothill, Simon and Rawlings Reservoirs Dear Mr. Kasdan: R2I-I Engineering, Inc., has executed the Professional Services Agreement for the above referenced project. In lieu of providing occurrence based professional liability insurance coverage as required by the Agreement, R2I-I En~ee~g, Inc., warrants and represents that it shall maintain insurance coverage with the insurance company listed on the attachment, in the amounts indicated for at least five (5) years after the completion ofthe consulting services under the Agreement. R2H Engineering, Inc., will provide the City with certificates of insurance coverage within the period established above in order to evidence compliance with this Agreement. Sincerely, ACCEPTED AND AGREED TO: A~horized Signature Tim D. Serlet Director of Public Works/ City Engineer APPROVED AS TO FORM: Lois E. Jeffrey City Attorney d:~rqx~rtk93030, lt Consulting Structural Engineers 11545 West Bemardo Court, Suite 300 · San Diego, CA 92127 (619) 673-8416 · FAX: (619) 673-8418 1455 East Tropicana Avenue, Suite 450 · Las Vegas, NV 89119 (702) 798-8408 ° FAX: (702) 798-3797 CITY OF TUS]~N CERTIFICATE OF INSUR,0,NCE AND DESIGNATION OF NAMED ADDITIONAL INSURED NO MODIPTCA"ITON$ OR ADDmONS M. A Y BE MADE "FO THIS FORM .TCr. CFFYOFTUS~N PROJECT: Engiaeering services for the Structural P.O. Box 3539 .~n'~ly'Sis oi tee Yoot~l'±, $~mon and Tusth% CA g2~81~53S Rawlings Res~rvoirs, .-~ COMPANIES AFFORDING COVE~c~ ... ._: ..... (MUST,,HAVE eSST'S, RATING... OF AT.. ~ ~AST' A~ V~ , NAMEAND ADORESS OF ~URED CO~FRACTO~ Compe~ L~ St. Paul Fire and Marine Ins' Co. R2H Engineering, Inc. .. . · . 1 1 545 West Bernardo Ct., #300 COmpanyL~ American ~otorists Ins. Co. , . San Diego, CA 92127 CommmyLem,~ Design ~rofessionals Ins Co. NA~E ANO ADDRESS OF INSURANCE AGENCY: Comply ~ ~. --------- Cavignac & Associates . 501 W. Broadway, Suite 1340 Company~F- ,. .. · . San Di.e~of CA. 921 01-3505'- ., , ' Tu~l is named es a~l ed~lion~ insu~'ed themon.~ ~ dai~115 arming in coflfi~ ~ ~e Project named above and fl~at such ~urance co. " Pot, c,/ L,tr, Typ~ o~l¢~uranc~ . Por~--7 Numbs' F.~___,~,D~ ~,~'.,~on Date. A aENERAL LIA~ RP066441~8 3/31/96 3/31/97 General A~gr~a~e $2,000,000 .,, [qx] Broad Form Prop. Damage · . ..... [ ] ~n, Co[a~_e~e_, F~re Damage Underground H~ (Any One Fire) $ ~, ,, , ,,_ , Medicmf~se ~-- , (Any One Person) $ 5t000 ' ' '' ' " ,,I ,, , A AUTOMOBILE LIABILITY CSL 51 t 000~ 000 [ ! Any Aura N306644188 3/31/96 3/31/97 [ ] ~ Own~ A~o~' Sod~ ~.]u~ [ ] Schemed Auks . (per Pemo,) $ D{ H~red Auto~ · .__ ~ =,, :~ Non-Owned Autos ~o~'~ [ l Garage Uab,T~ (p~-Occurrence) $ -- .. 'Prope~ ii. ,, ,, I~CESS LIAB'ILITY EACH OCCURRENCE [ ] Umbrella Form $ [ ] Oth~ t~an Umbretla Form i · , il B. WORKERS' COMPENSATION 3G¢/)4170-01 9/01/95 9/01/96 STATUTORY AND EMPLOYERS LIABILITY $~ Each Accident $1 ,(XX), 000~ .O~e-Policy limit · , .'- $_/, 000.. 000 Dis~,,~-~-~c Each Employee ~ · T ~ al"ri 'I -i ty. . ..