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HomeMy WebLinkAboutC-1539(A) - Engineering Services; Design of Street and Storm Drain Improvements at the Intersection of Dover Drive-19th Street and Irvine Avenue; and Preliminary Design of the Irvine-Baycrest Storm Drainr- 47>1 I ENGINEERS ARCHITECT$ PLANNERS 2301 CAMPUSDRIVE, IRVINE, CALIFORNIA 92664 (714)833 -2450 (P.0-BOX 1890, NEWPORF GEACH,CAL11ORNIA92660) IJune 21, 1973 Mr. Donald L. Webb, Jr. Project Engineer City of Newport Beach 3800 Newport Boulevard Newport Beach, CA 92660 Subject: Reconstruction of the Irvine Avenue -Dover Drive Intersection Dear Mr. Webb: rj In response to your request of June 14, 1973, we are pleased to submit herewith our proposal to provide professional engineering services to the City for the preparation of construction drawings for the reconstruction of the Irvine Boulevard, Dover Drive intersection, As outlined herein, VTN has the available expertise and personnel to start immediately upon notice to proceed and complete the project within 12 weeks as shown in the Proposed Work Flow Schedule. We propose to perform the work as outlined herein for a fee not to exceed $15,900. This proposal is segregated into the following four sections: Project Approach Proposed Work Flow Schedule Civil and Environmental Division Description and Capabilities Partial List of Municipal Clients Resumes of Key Project Personnel We appreciate your consideration of VTN on this project, and we look forward to serve the City of Newport Beach. Very truly yours, VTN CONSOLIDATED, INC. Max B. Johnson, P.E. Project Manager MBJ /TAG :rg consolidated inc. ENGINEERS ARCHITECT$ PLANNERS 2301 CAMPUSDRIVE, IRVINE, CALIFORNIA 92664 (714)833 -2450 (P.0-BOX 1890, NEWPORF GEACH,CAL11ORNIA92660) IJune 21, 1973 Mr. Donald L. Webb, Jr. Project Engineer City of Newport Beach 3800 Newport Boulevard Newport Beach, CA 92660 Subject: Reconstruction of the Irvine Avenue -Dover Drive Intersection Dear Mr. Webb: rj In response to your request of June 14, 1973, we are pleased to submit herewith our proposal to provide professional engineering services to the City for the preparation of construction drawings for the reconstruction of the Irvine Boulevard, Dover Drive intersection, As outlined herein, VTN has the available expertise and personnel to start immediately upon notice to proceed and complete the project within 12 weeks as shown in the Proposed Work Flow Schedule. We propose to perform the work as outlined herein for a fee not to exceed $15,900. This proposal is segregated into the following four sections: Project Approach Proposed Work Flow Schedule Civil and Environmental Division Description and Capabilities Partial List of Municipal Clients Resumes of Key Project Personnel We appreciate your consideration of VTN on this project, and we look forward to serve the City of Newport Beach. Very truly yours, VTN CONSOLIDATED, INC. Max B. Johnson, P.E. Project Manager MBJ /TAG :rg I PROJECT APPROACH ■ I. SCOPE OF CONSULTANT SERVICES The primary objective of the work as we understand it is to prepare complete construction drawings and a list of special construction items. These special items will be those for which special provisions L must accompany the standard specifications. The construction drawings will have complete details for the reconstruction of the Irvine Avenue and Dover Drive intersection including the necessary drainage structures and utility relocation details. In addition, a project report will be prepared showing the storm drain size, location and collector appurtenances for the Baycrest facility. A. Construction Drawings Consultant will prepare complete construction drawings on City linens for the intersection reconstruction which will include: 1. Details of street grade modification and structural sections. 2. Precise details of street geometrics. 3. Size and precise horizontal and vertical alignment of all drainage structures. 4. Construction details of all structures which are not included in any City standard construction drawings. 5. Details of any necessary utility modifications and /or relocations. 6. All original drawings on linens to be retained by City. B. Project Report Consultant will prepare a project report on the Irvine Avenue - Baycrest storm drain* ten copies of which will be submitted to the City. The report will include: 1. Pencil on vellum plan and profile drawings showing exact storm drain size and alignment, but not construction notes or details. 2. The complete hydrology and hydraulic calculations for the drain facility. 1 3. Estimate of construction costs. 4. Catch basin locations and sizes C. Design Calculations and Data The City will be furnished two copies of design data and calculations in an organized and easily readable manner. These will include all pertinent design assumptions. VTN will perform the necessary calculations as outlined below: 1. Review all existing hydrology studies including those available from the Orange County Flood Control District to: I a. Verify the drainage areas. b. Verify through additional computer modeling as necessary the design discharges for the four drains. 1) Irvine Avenue - Baycrest Storm Drain 2) 18th Street Storm Drain 3 19th Street Storm Drain 4 East Costa Mesa Channel (G02) 2. Perform hydraulic design analyses on: a. The ultimate design of the East Costa Mesa Channel (using plans from the District) to accept the necessary flows at the lowest possible hydraulic grade line. b. The Irvine Avenue - Baycrest Storm Drain. c. The 18th Street and 19th Street Storm Drains sufficient for upstream extension. 3. Perform catch basin interception calculations for the subject intersection and the entire Irvine Avenue - Baycrest Storm Drain. 4. Perform alignment calculations for: a. The storm drain to insure ultimate control on conflicts with utilities. b. Street geometrics. 5. Perform the necessary structural calculations for: a. The covering of the G02 channel. b. The storm drain culverts. c. Any miscellaneous special structures. 6. Perform calculations necessary for the miscellaneous facilities such as utility relocation. LD. Agency Approvals Personnel at VTN realize that coordination with governing agencies is an important key to project acceptance. We will obtain preliminary approval from two agencies as follows: 1. Orange County Flood Control District. a. Use of the OCFCD right of way for combined use of a street cul -de -sac in the north side of Dover Street at Irvine Boulevard. b. Size of the structure necessary to cover the East Costa Mesa (G02) channel for the above cul -de -sac. c. Environmental processing requirements prior to permit issuance. d. Determine type of City /District agreement necessary to share the channel right of way for the above cul -de -sac. i 1 2. City of Costa Mesa a. Preliminary project approval. b. It is assumed that final project approval will be obtained by the City in conjunction with the anticipated cooperative street -storm drain project. E. Utility Coordination Due to the existing substructures within the subject intersection and their impact on storm drain design, we propose to develop a utility investigation plan as a first order of work to insure completion of the project on schedule. The following agencies and possibly others may be involved: 1. Sanitation District. 2. Costa Mesa Sanitary District. 3. Costa Mesa County Water District. 4. City of Newport Beach Water Sewer Departments 5. Southern California Gas Company 6. Edison Company 7. Pacific Telephone Company 8. Cable Television Company 9. Others F. Cost Estimates VTH will prepare the quantity and cost estimates for the construction drawings in a manner compatible with bid items to facilitate inclusion of this project into a more comprehensive cooperative construction contract. G. Special Provisions VTN will supply a list of construction items that will require preparation of a description within the Special Provisions of the ultimate project specifications. H. Consultation VTN will provide consultation during project bidding and construction to interpret the construction drawings should the need arise. II. SCOPE OF CITY SERVICES It is understood that the City will: A. Furnish all existing street and utility plans that are available. B. Provide necessary topographic details of the street intersection in the form of field notes and provide additional survey information as determined necessary by Consultant during design. C. Provide all hydrology studies that have been done by City plus a copy of the City of Costa Mesa's Master Drainage Plan. 1, I D. Provide City of Costa Mesa street, water, and sewer plans to the extent they are available. tE. Pothole all utilities for which City has responsibility. F. Provide all preliminary design work for intersection reconstruction including tentative drainage facility layout and intersection geometrics. G. Incorporate the final intersection construction drawings into a larger contract in cooperation with the City of Costa Mesa. H. Prepare detail specifications for special items of work from list furnished by Consultant. I. Provide, if required, any soil investigation. J. All linens necessary for the construction drawing preparation. III. COMPENSATION VTN proposes to perform the services outlined hereinabove at our standard hourly rates as adjusted annually for an amount not to exceed $15,900. Enclosed in the appendix is a copy of our current hourly rate schedule. IV. METHOD OF COMPENSATION VTN proposes that compensation be made on a monthly basis. Monthly payments shall -be 90% of the expenses incurred, in accordance with VTN's hourly rate schedule, at the date of billing, less previous payments. The sum of the monthly payments shall not exceed 90% of the $15,900. 100% of the total expenses incurred, less previous payments, shall be due and payable upon City's award of the construction contract. In the event a contract for construction is not awarded within six (6) months from the date the final plans and project report are submitted by VTN to the City, then 100% of the total compensation, less previous payments, shall be paid by the City. V. CONSTRUCTION OF AN INTE,�SECTION MODEL As requested by the City, we have investigated the costs of preparing a three - dimensional model of the intersection, showing the substructures. We will prepare the model at a scale of 1° = 5', or as otherwise desired, at our standard hourly rates for an amount not to exceed $1,500: The method of compensation shall be as in paragraph IV above with the exception that 100% of total compensation for the model construction, less previous 1 payments, shall be due and payable upon submittal by VTN of the completed model to the City. I I I VI. PROJECT PERSONNEL The Orange County office of VTN has a staff of approximately 340 of which 64 are technicians and professionals within the Civil and Environ- mental Engineering Division, which division specializes exclusively in W municipally oriented engineering projects. I I I �1, I I 11 I l_7 I VTN is organized and operates around the "project manager" concept. Every project, no matter what its size, is assigned to a project manager who then provides liaison with the client as long as VTN is involved. All VTN disciplines may contribute to a project, yet overall control rests with the project manager. Another feature of the project management concept is that of utilizing positive communication techniques in order to keep the client continually informed of the progress of the work. The project manager will submit bi- weekly project design status reports to the City in addition to other project design documentation. The project will be under the direction of Max B. Johnson, P.E., as Project Manager in the flood Control and Drainage Department. Additional personnel from the drainage and streets departments are also available to participate in the project. Resumes of key employees are enclosed for your information. I I I �1, I I 11 I l_7 I C -1539 (A) See Contract File for Proposed Work Flow Schedule APPENDIX I IVTN CORPORATION Apprentice Draftsman (Drafting Aide) 10.00 Resident Engineer 26.00 Resident Construction Inspector 23.00 Inspector — Public Works 20.00 URBAN /REGIONAL SYSTEMS Director of Air Transportation 40.00 Chief Transportation /Traffic Engineer 40.00 Transportation Planning Engineer 30.00 i Asst. Transportation Planning Engineer 24.00 Senior Traffic Engineer 32.00 Traffic Engineer 28.00 Chief Urban Planner 35.00 Senior Urban Planner 25.00 Urban Planner 20.00 Chief Economist 45.00 Senior Economist 35.00 Economist 25.00 I I I I SCHEDULE OF HOURLY RATES AS OF AUGUST 1, 1972 GENERAL Principal $ 50.00 Court Appearance 45.00 Typist (MT /ST or Composer) 12.50 Clerical 10.00 CIVIL ENGINEERING Project Manager 33.00 Chief Sanitary Engineer 38.00 Registered Structural Engineer 35.00 Registered Engineer 28.00 Specification Writer 25.00 Senior Designer 25.00 Design Engineer /Designer 22.00 Draftsman 19.00 Apprentice Draftsman (Drafting Aide) 10.00 Resident Engineer 26.00 Resident Construction Inspector 23.00 Inspector — Public Works 20.00 URBAN /REGIONAL SYSTEMS Director of Air Transportation 40.00 Chief Transportation /Traffic Engineer 40.00 Transportation Planning Engineer 30.00 i Asst. Transportation Planning Engineer 24.00 Senior Traffic Engineer 32.00 Traffic Engineer 28.00 Chief Urban Planner 35.00 Senior Urban Planner 25.00 Urban Planner 20.00 Chief Economist 45.00 Senior Economist 35.00 Economist 25.00 I I I I i i SCHEDULE OF HOURLY RATES Page Two ARCHITECTURE Project Architect Airways Systems Programmer Systems Programmer Registered Architect Specification Writer Senior Designer Designer Graphics Designer Interior Designer Draftsman Apprentice Draftsman (Drafting Aide) Construction Manager Inspector - Architectural Field ENERGY SYSTEMS Project Manager Chief Electrical Engineer Chief Mechanical Engineer Registered Engineer Specification Writer Senior Designer Design Engineer /Designer Draftsman Apprentice Draftsman (Drafting Aide) RECREA-rION SERVICES & LANDS Director of Recreational Services Recreational Facilities Designer Registered Landscape Architect Designer Draftsman PLANNING Principal Planner Planner Designer Draftsman Apprentice Draftsman (Drafting Aide) PE ARCHITECTURL $ 35.00 35.00 35.00 28.00 25.00 25.00 22.00 22.00 22.00 19.00 10.00 30.00 22.00 33.00 35.00 35.00 28.00 25.00 25.00 22.00 19.00 10.00 35.00 23.00 28.00 22.00 19.00 35.00 21.50 22.00 19.00 10.00 I I ENVIRONMENTAL SCIENCES_ Director of Environmental Sciences 33.00 Ecologist /Ph.D. 28.00 1 SCHEDULE OF HOURLY RATES 26.00 Page Three 20.00 Environmental Assistant 14.00 LAND DEVELOPMENT ENGINEERING Project Manager $ 33.00 Registered Engineer 28.00 Land Development Specialist 28.00 Senior Designer 25.00 Design Engineer /Designer 22.00 Draftsman 19.00 Apprentice Draftsman (Drafting Aide) 10.00 ENVIRONMENTAL SCIENCES_ Director of Environmental Sciences 33.00 Principal Photogrammetrist 40.00 Photogrammetrist 21.50 Stereo Plotter (A -10 or Planimat, incl. equip.) 30.00 Stereo Plotter (Kelsh, incl. equip.) 21.50 Photo Lab Technician (incl. equip.) 21.50 Photo Lab Technician 19.00 Pilot, Cameraman, Crew (incl. Cessna 206) 110_00 Pilot (Standby) 13.00 1 SURVEY Licensed Land Surveyor 28.00 Supervising Survey & Title Analyst 26.00 Survey & Title Analyst 25.00 Senior Survey Computer 22.00 Assistant Survey Computer 21.50 Field Supervisor 21.50 2 -Man Survey Party 45.00 1 3 -Man Survey Party 54.00 4 -Man Survey Party 64.00 (Add $10.00 per hour to survey party rates for use of electronic survey equipment; except add $20.00 per hour for use of Laser Geodimeter, minimum $50.00 per day) �I Ecologist /Ph.D. 28.00 1 Environmental Scientist 26.00 Environmental Specialist 20.00 Environmental Assistant 14.00 PHOTOGRAMMETRY Principal Photogrammetrist 40.00 Photogrammetrist 21.50 Stereo Plotter (A -10 or Planimat, incl. equip.) 30.00 Stereo Plotter (Kelsh, incl. equip.) 21.50 Photo Lab Technician (incl. equip.) 21.50 Photo Lab Technician 19.00 Pilot, Cameraman, Crew (incl. Cessna 206) 110_00 Pilot (Standby) 13.00 1 SURVEY Licensed Land Surveyor 28.00 Supervising Survey & Title Analyst 26.00 Survey & Title Analyst 25.00 Senior Survey Computer 22.00 Assistant Survey Computer 21.50 Field Supervisor 21.50 2 -Man Survey Party 45.00 1 3 -Man Survey Party 54.00 4 -Man Survey Party 64.00 (Add $10.00 per hour to survey party rates for use of electronic survey equipment; except add $20.00 per hour for use of Laser Geodimeter, minimum $50.00 per day) �I SCHEDULE OF HOURLY RATES Page Four COMPUTER SERVICES Computer & Plotter, incl. operator Computer, including operator Programmer Key Punch and Verify Sorting and Collating Out of pocket expenses (telephone, printing, reproducing, copying, duplicating) Blueprint Delivery $ 84.00 63.00 21.50 7.50 18.00 at cost as billed to VTN 10.00 These hourly rates will be subject to increase on August 1 of each year due to union increases and inflationary trends. A 10% fee for administration, coordination, and handling will be added to sub - contracted services such as foundation reports and specialist services. Mileage will be billed at $.15 per mile CIVIL AND ENVIRONMENTAL DIVISION DESCRIPTION AND CAPABILITIES VTN CIVIL AND ENVIRONMENTAL DIVISION VTN's civil and environmental capabilities provide expertise in each of the basic areas of civil engineering, as follows: 1. Municipal 2. Transporation and Traffic 3. Streets and Highways 4. Structures 5. Flood Control and Drainage 6. Water Systems 7. Environmental Analysis and Management Each discipline functions as an independent yet fully integrated department directed by a department manager who is a well qualified and recognized expert in the particular field. Each department's staff is likewise com- posed of experienced engineers, designers and draftsmen with extensive back- ground in their particular field of work. THE MUNICIPAL ENGINEERING DEPARTMENT provides a full complement of govern- mental oriented engineering services. These include functioning as City Engineer for municipalities and providing all staff responsibilities in connection therewith; or serving municipalities that are fully staffed by providing specialized knowledge and capabilities for engineering oriented municipal studies, project design reports, engineering design and con- struction inspection. Utilization of other VTN capabilities permits the municipal engineering department to also provide preliminary and construction surveys, aerial photography, water and sewer studies and design, architectural design, park landscape and recreational facilities design, city planning and mapping, and such specialized services as dock, marina and airport design. The department's present activities and past accomplishments include performance as full City Engineer for cities, design of arterial highways and local streets, formulation, design and completion of assessment districts, municipal water and sewer system design, construction inspection services, plan check of development plans submitted by private developers to cities, and coordination with state agencies, local districts, railroads and special commissions on behalf of cities. THE TRANSPORTATION AND TRAFFIC DEPARTMENT provides specialized services for the enhancement of the movement of vehicular traffic. The staff is experienced in the preparation of transportation studies, TOPICS studies and reports, deficiency studies, needs studies, N.H.S.B. reports, traffic signal, signing, channelization and illumination design, signal inventory, time space diagrams, signal network analysis and planning, budgeting, design, construction inspection and operation and maintenance of all types of traffic control devices. Other services include illumination studies and examination of rate structures for lighting systems. THE STREETS AND HIGHWAYS DEPARTMENT specializes in the engineering design of specific highway projects including the preparation of design reports, plans, specifications and engineer's estimates. Projects handled within this discipline generally fall into the category of arterial highways with construction costs in excess of $100,000. Services provided include route studies, preparation of right of way maps, topography plotting and dirt balancing. In coordination with the traffic department and soils engineers, the department will make cost comparisons of various structural sections to determine the most economical pavement design. Full consideration is given to utility relocations and detouring of existing traffic in determining overall project costs and inconveniences. By utilizing the capabilities of other VTN divisions, the streets and highways section can provide the client with a total package product including traffic control design, safety lighting, drainage structure design and landscaping, sparing the client the burden of coordinating the activities of a variety of consul- tants or depending upon the design consultant to subcontract and supervise those disciplines. Costs are therefore minimized, resulting in initial design economies and eliminating sometimes costly field modifications. THE STRUCTURES DEPARTMENT provides a background of varied experience in all types of structures. Design capabilities include buildings of all types and sizes, bridge designs, reservoir structural design, industrial materials processing plant design and other specialized structures. Advanced modern equipment is utilized including complex structural analysis by an in -house IBM 1130 computer. The department's staff of registered engineers, designers and draftsmen is experienced in use of all structural materials including reinforced concrete, prestressed concrete, structural steel, masonry and timber. Services provided include project analysis and cost estimates, final design, working drawings, specifications, contract documents and supervision of construction. THE FLOOD CONTROL AND DRAINAGE DEPARTMENT offers complete services in the management of natural runoff waters. A diversified professional staff is complemented by recognized experts in such fields as river hydraulics and sediment transport who are on call as consultants for special projects. VTN has designed numerous storm drain systems including over $12,000,000 of LACFCD bond issue projects. The staff has completed contract documents for the construction of numerous other flood control improvements, in- cluding major channels and large storm drain pumping stations. Extensive experience in various federal funding programs assists our clients in ob- taining supplemental financing aid on many projects. VTN has prepared master drainage plans for many cities and counties, enabling them to plan physically and financially for their future drainage needs. Such plans typically include complete hydrology studies, schematic drawings of required facilities, complete cost data and, in addition, frequently include complete financing recommendations. The department has studied special problems as river marina feasibility studies, flooding problem analysis, erosion, sediment transport and flood plain investigations. Computer programs have been developed for special applications and run on the firm's in -house IBM 1130 computer. The firm's photogrammetric capabilities are also utilized for the preparation of drainage plans where such use might effect substantial cost savings to the client in addition to providing more comprehensive project understanding and control during construction. i1 THE ENVIRONMENTAL ANALYSIS AND MANAGEMENT DEPARTMENT provides a broad background in impact assessment and Environmental Impact Statement preparation. Founded on an intimate familiarity with legal requirements and institutional constraints, the firm's approach to statement preparation is one of comprehensive, systematic, and interdisciplinary analysis. Individual project environmental settings and study requirements are evaluated and a multi - disciplined team is mobilized, comprised of VTN staff members and special consultants. Engineering specialists intimately familiar with the physical works proposed, environmental engineers, biologists, ecologists, limnologists, oceanographers, archaeologists, paleontologists, acoustics experts, economists, sociologists, geologists, meteorologists, and other professionals may all be called upon to comprise the VTN team developing a comprehensive, balanced environmental study. Preparation of an Environmental Impact Statement is now a pre- requisite for an increasing proportion of public works projects, and strenuous efforts are being pursued in the legislatures and courts to extend the requirements to all —� public and private works. An intimate working knowledge of the precise nature of proposed engineering works is a prerequisite to the thorough and accurate identifi- cation of impacts, and, combined with an imaginative approach, may help realize environmental potentials obscure to the untrained observer. In instances where impacts are not acceptable, VTN's engineering expertise may be of substantial value in the development of practical and acceptable mitigation techniques, and in the selection of supplemental alternatives for evaluation. Also, knowledge of project operation in both normal and emergency situations may be required to prepare a complete, in -depth analysis of environmental risks. VTN's experience at Federal, State, and local governmental levels helps the firm anticipate special concerns of the reviewing Environmental Impact Statements, ranging from small residential developments to the Environmental Impact Statements for the proposed New Orleans International Airport. The WATER SYSTEMS DEPARTMENT provides advance planning, project design and contract administration for the satisfaction of water needs. The department staff performs studies and investigations of water resources development, system development, master planning, water quality and treatment analysis, waste water reuse and ground water conservation and utilization. In addition, the staff is experienced in the design and preparation of contract documents for storage, transmission, pumping, treatment and instrumentation facilities. The firm's photogrammetric and computer capabilities complement the department efforts as the client's needs may require. Other capabi- lities include facility and system appraisals, rate studies and federal and state grant program investigation and fund procurement assistance. I The following is a partial list of cities in the Southern California area for which VTN has either acted in the capacity of City Engineer or performed engineering services on a consulting basis: Beaumont Brea Buena Park Calexico Carson Chino Costa Mesa Cypress E1 Monte Elsinore Escondido Fountain Valley Garden Grove Hawaiian Gardens Inglewood La Habra *Los Alamitos Los Angeles Long Beach Newport Beach *Norwalk Pico Rivera Orange Oxnard Placentia Santa Fe Springs Santa Monica *Seal Beach Signal Hill Stanton Tustin Ventura *Villa Park Vista *Westminster * VTN was designated "City Engineer" PARTIAL PROJECT LISTING STORM DRAIN SYSTEMS DESCRIPTION CLIENT CONSTRUCTION COST Crescent Avenue Storm Drain City of Buena Park $ 1,500,000 (HUD Project) La Palma Avenue Storm Drain City of Buena Park 1,600,000 Beach Boulevard Cooperative City of Westminster 460,000 Drainage Project Placentia Preliminary Storm City of Placentia 3,000,000 Drain Plans Placentia Storm Drain City of Placentia 1,300,000 Project (HUD Project) (Portion of above plans) Cypress Storm Sewer Project City of Cypress 1,300,000 (Coordinating Engineer for entire project, Design Engineer for a major portion) (HUD Project) Storm Drain Systems for 14ED Enterprises, Inc. 650,000 facilities in Walt Disney World, Florida Oertley Storm Drain Orange County Flood 300,000 Control District Various 1958 and 1964 Los Angeles County 12,000,000 Bond Issue Projects Flood Control District, City of Los Angeles, others Miscellaneous large land 80,000,000 development projects in Southern California I J 1 J 11 C1 1 1 i 1 i 11 1 i 1 1 i i RESUMES 7 PROJECT MANAGER WATER RESOURCES ENGINEERING MAX B. JOHNSON CIVIL & ENVIRONMENTAL ENGINEERING DIVISION University of Southern California, B.S. & M.S., Civil Engineering Western State University, College of Law, J.D., Law Registered Civil Engineer: California Member of the California State Bar In his capacity as Project Manager of the Civil and Environmental Division of VTN, Mr. Johnson has the responsibility for a wide variety of complex flood control, drainage planning, and development projects. These projects include comprehensive master drainage planning studies for public agencies; the preparation of feasibility reports for a variety of drainage projects including greenbelt channels; and the preparation of plans and specifications for the construction of flood control and drainage facilities. Feasibility studies include various project design alternatives to meet recent environmental requirements. Incorporated in the preparation of plans and specifications are environmental impact mitigation measures now becoming requisite for approval of the project by public administrative bodies. Prior to his association with VTN, Mr. Johnson was in charge of the Subdivision and Local Drainage section of the Orange County Flood Control District where he was responsible for supervising the preparation of the 27 increments of the County of Orange Master Plan of Drainage program; supervising the design of ' county drainage improvement program projects; and the coordination of this overall program with the cities of Orange County as well as County and State agencies. Additional responsibilities included supervising the review of all master plan and regional flood control projects being designed and constructed in conjunction with private land developments; and acting as the flood control district's consultant to the Orange County Harbors, Beaches, and Parks District on drainage matters involved in the development of County regional and local parks. While in the Design Division of the Flood Control District, Mr. Johnson was in charge of the preparation of plans and specifications for the construction of a variety of flood control and drainage projects. Such projects included the design of several miles of reinforced concrete channel being constructed cooperatively in conjunction with a State Division of Highways freeway project; and the design of a storm drain - tunnel project in which Mr. Johnson also served as Resident Engineer with full inspection responsibility during the 9 months construction period. 1 I [1 Il i At the Hydraulics Research Laboratory, Mr. Glass worked with dimensional analysis and model similitude. Models were designed to a compatable scale for size and similitude, constructed, tested, and data analyzed. In addition to drafting reports of such model activity, Mr. Glass supervised field crews in prototype flow depth measurements to correlate runoff with hydrologic data. Mr. Glass designed portions of the City of Los Angeles Major Highway Street System and local streets. . Environmental considerations in design included streets with landscaped median islands, palm trees, and restoration of local features. His background in sewer design includes relief sewers, economic feasibility studies, alternate route studies, and investigations of cost - benefit relationships. I [l 1, 1 ASSISTANT PROJECT MANAGER WATER RESOURCES ENGINEERING THOMAS A. GLASS, Jr. CIVIL & ENVIRONMENTAL ENGINEERING DIVISION California State University, Los Angeles, B.S., Civil Engineering California State University, Los Angeles, M.S.C.E., Water Resources Engineering Registered Civil Engineer: California Member: American Society of Civil Engineers American Water Works Association Mr. Glass has responsibility for a wide variety of complex environmental engineering and water resources planning and development projects. Such projects include computer modeling for storm water management; comprehensive river basin plans and master water plans for public agencies water systems analysis and water resource development studies; and flood plain management studies. Prior to joining VTN, Mr. Glass was associated with the City of Los Angeles, Bureau of Engineering. He was responsible for the design of storm drains, hydraulic model research, desgin of streets on the Major Highway System, and the design of sanitary sewers. ' In storm drain design, Mr. Glass acted as Project Engineer for many regional flood control projects and city storm drain systems. He wrote computer programs for hydrologic and hydraulic design and programmed a statistical analysis routine to evaluate work flow staffing. He developed a design procedure for ease of accessibility of design data. Also, Mr. Glass was responsible for part of the city's hydrologic instrumentation program for several years. At the Hydraulics Research Laboratory, Mr. Glass worked with dimensional analysis and model similitude. Models were designed to a compatable scale for size and similitude, constructed, tested, and data analyzed. In addition to drafting reports of such model activity, Mr. Glass supervised field crews in prototype flow depth measurements to correlate runoff with hydrologic data. Mr. Glass designed portions of the City of Los Angeles Major Highway Street System and local streets. . Environmental considerations in design included streets with landscaped median islands, palm trees, and restoration of local features. His background in sewer design includes relief sewers, economic feasibility studies, alternate route studies, and investigations of cost - benefit relationships. I [l 1, 1 �J ASSISTANT PROJECT ENGINEER WATER RESOURCES ENGINEERING ULF G. FAGERBORN CIVIL & ENVIRONMENTAL ENGINEERING DIVISION ' The Stockholm Technical Institute, Sweden, Degree in Civil Engineering University of California, Irvine, Information and Computer Sciences As an Assistant Project Engineer in the Civil and Environmental Engineering Division of VTN, Mr. ' Fagerborn has responsibility for the planning and design of a variety of complex environmental engineering and water resources projects. These projects include the design of a major storm drainage channel at a construction ccst in excess of one million dollars; a comprehensive feasibility report for a 3.2 mile reach of Stanton Storm Channel, including hydrology, hydraulics and alternate improvement methods; the Master Plan of Drainage and Flood Plain Study for the 21 square mile area of Trabuco Canyon; and a water resources study for the City of Banning performing hydrology (peak flow and average annual flow), flood plain study, and water system analysis. Mr. Fagerborn has an extensive background in the computer science field as related to civil engineering. Ile has written programs in the water resources field, performed computeriicd flood plain modeling, computer ' water system analysis, and other digital simulations in hydrology and hydr,wlics. Prior to joining VTN, Mr. Fagerborn was a Civil Engineer for Svenska Riksbyggen, Sweden where he participated in the layout and design of water, sewer, and drainage systems for several large high -rise apartment complexes. Earlier, Mr. Fagerborn spent two years with Edward H. Richardson and Associates, Deleware, as a designer responsible for the design of streets, water, sewer, drainage, and grading in the land development field which included several single family and multiple family developments. i I 11 L.-J 11 ASSISTANT PROJECT ENGINEER ' ENGINEERING DESIGN & INSPECTION GEORGE A. GALLAHER, JR. CIVIL & ENVIRONMENTAL ENGINEERING DIVISION Registered Engineer -In- Training: California As an Assistant Project Engineer for VTN, Mr. Gallaher has been responsible for the design of numerous street improvement projects for various municipal and governmental agencies in Orange County and vicinity, and has participated in the preparation of the civil engineering portion of various park, airport, and land development projects. Mr. Gallaher has also served on detached duty in our Panama, San Francisco, Hawaii, and San Bernardino ' offices working on grading, pavement design, storm drains and sewer design, vertical and horizontal alignment studies, drainage area studies, coordination of utility removal or relocation, preliminary survey, materials and soil reports, preparation of easement deeds, design reports, cost estimates, and specifications. ' Prior to VTN, Mr. Gallaher was employed by the Department of Public Works, City of Los Angeles, for 10 years. While there, he served in various civil design groups on such projects as arterial street design, assessment district street design, sewer design, right -of -way engineering, and plan checking. I L u n u n II * • CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 �u•- TO: FINANCE DIRECTOR FROM: City Clerk SUBJECT: Contract No. ISRg Description of Contract _Engineering Agnument for the rausign of 3treat Improvements at the Intersection pf Dover Drive/ 19th Street apd Irvine Avenue 6 Irvine /Baycrest Stom Authorized by Resolution No. Rn91 , adopted on 9_25_73 Drain Effective date of Contract Contract with trM rO gnl i eiatpd TnG Address ?Rm rAurpug DrJup, T"AA A 92664 Amount of Contract See Page 9 and 3 of contract. 12,M of -City Cie < CITY CLERK June 28, 1973 PUBLIC WORKS DEPARTMENT Attention: ron Webb Nye i' DOVER DRIVE, 19TH STREET AND IRVINE INTERSECTION IMPROVEEM E icloseri are two signeri copies of an doreement with VTN for engineering, services for subject project for trans - -ittal to VTN. taus Lagios city Clerk LL:swk enc. • • ORIGINAL r AGREEMENT FOR ENGINEERING SERVICES (Design of Street and Storm Drain Improvements at the Intersection of Dover Drive -19th Street and Irvine Avenue and Preliminary Des' n of the Irvine - Baycrest Storm Drain}g THIS AGREEMENT is made and entered into this A? ry day of �1fJi/ 1973, by and between the CITY OF NEWPORT BEACH, a municipal corporation, hereinafter referred to as "CITY ", and VTN CONSOLIDATED INC., a California corporation herein referred to as "ENGINEER ". W I T N E S S E T H WHEREAS, CITY intends to improve the intersection of Dover Drive- 19th Street and Irvine Avenue with the construction of street improvements and the construction of storm drain facilities to properly drain the intersection; and WHEREAS, the construction of said street and storm drain improvements will require the preparation of a project report which will determine the con- figuration, size and location of said improvements; and WHEREAS, the location of said intersection improvements requires the preliminary design of the Irvine - Baycrest storm drain; and WHEREAS, the construction of said intersection improvements requires the preparation of final plans; and WHEREAS, engineering services are necessary for the design and preparation of said project report, preliminary plans and final plan; and WHEREAS, ENGINEER has submitted a proposal dated June 21, 1973 to CITY to design and prepare the project report, preliminary plans and final plans for the proposed intersection improvements and storm drain; and WHEREAS, CITY desires to accept said proposal; NOW THEREFORE, IN CONSIDERATION of these premises, the parties hereto agree as follows: 1. GENERAL A. CITY engages ENGINEER to perform the services hereinafter described for the compensation herein stated. B. ENGINEER agrees to perform said services upon the terms hereinafter set forth. -1- 2. SERVICES TO BE PERFORMED BY ENGINEER ENGINEER hereby agrees to perform the services as described in the above noted proposal which is incorporated herein by this reference as if fully set forth. If conflicts occur between this agreement and said proposal, the terms of this agreement shall control. In addition ENGINEER agrees to coordinate with the City of Costa Mesa the intersection geometrics and design, taking into consideration the future installation of a traffic signal. 3. DUTIES OF CITY CITY hereby agrees to supply ENGINEER with the information, materials and consultation services shown in Section II "Scope of City Services" in the aforementioned proposal. 4. OWNERSHIP OF PROJECT DOCUMENTS Original drawings, reports, notes, maps, and other documents shall become the property of the CITY and may be reproduced as deemed necessary by the Public Works Director. 5. ENGINEER IN CHARGE Max B. Johnson, RCE No. 18498 shall be Engineer in charge of the project design and preparation of project report. 6. RIGHT OF TERMINATION CITY reserves the right to terminate this agreement at any time by giving ENGINEER three (3) days' prior written notice; notice shall be deemed served upon deposit in the United States mail, postage prepaid, addressed to ENGINEER's office at 2301 Campus Drive, Irvine, California 92664. In the event of termination due to fault of ENGINEER, CITY shall be relieved of any obliga- tion to compensate ENGINEER. If this Agreement is terminated for any reason other than fault of ENGINEER, CITY agrees to compensate ENGINEER for the actual services performed up to the effective date of the notice of termination, on the basis of the fee schedule contained herein. 1, 1973. 7. COMPLETION OF WORK ENGINEER agrees to complete all work described herein by October 8. FEE SCHEDULE AND PAYMENT A. In consideration of the performance of the above described engineering services, CITY hereby agrees to pay ENGINEER an amount based upon the hourly rate schedule set forth -2- in the aforementioned proposal. In no event shall said amount be greater than Fifteen Thousand Nine Hundred Dollars ($15,900.00). B. The contract amount shall be paid to ENGINEER as follows: 1. Monthly partial payments shall be based on the amount earned in each month, as determined by the fee schedule. The sum of the monthly partial payments shall not exceed ninety percent (90 %) of the maximum fee. 2. The balance of the total amount earned shall be paid upon acceptance of the report and plans by the Public Works Director. 3. In addition, CITY agrees to reimburse ENGINEER for the actual cost of reproduction of copies of said plans, and related documents, as well as filing fees, checking fees, cost of aerial topographic mapping, and other related costs authorized by the Public Works Director and advanced by ENGINEER. 9. AMENDMENTS The scope of the services to be furnished by ENGINEER may be changed and the maximum fee revised upon prior written approval of the Public Works Director if the increase in the maximum fee does not exceed $1600.00. If revisions to the scope of the services would result in an increase in the maximum fee exceeding $1600.00, an amendment to this Agreement providing for such revisions shall be processed and executed by the parties hereto. 10. HOLD HARMLESS ENGINEER shall indemnify and hold harmless CITY, and its officers and employees, from any damage or liability arising from any errors, omissions, or negligence in ENGINEER's performance of this agreement, or in the engineering work and services herein provided. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first ab 'tten. ATTEST: `� + APPROVED AS TO FORM: istant City Attorney -3- CITY OF NEWPORT BEACH a Municipal Corporation VTN CONSOLIDATED INC. B /0� Y M. E. Anderson, Vice President :AJ 0 0 RESOLUTION NO. 8 ()Z t A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH AUTHORIZING THE EXECUTION OF AN ENGINEERING SERVICES AGREEMENT BETWEEN THE CITY OF NEWPORT BEACH AND VTN FOR DESIGN OF IMPROVEMENTS AT THE INTERSECTION OF DOVER DRIVE -19TH STREET AND IRVINE AVENUE WHEREAS, there has been presented to the City Council of the City of Newport Beach a certain engineering services agreement between the City of Newport Beach and VTN for the design of improvements at the intersection of Dover Drive - 19th Street and Irvine Avenue; and WHEREAS, the City Council has considered the terms and conditions of said agreement and found them to be fair and equitable; NOW, THEREFORE, BE IT RESOLVED that said agreement for the services above described is approved, and the Mayor and City Clerk are hereby authorized and directed to execute the same on behalf of the City of Newport Beach. ADOPTED this 25th day of June, 1973. Mayor ATTEST: City Clerk dm 6/20/73