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DMJM HARRIS - AECOM 3
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DMJM HARRIS - AECOM 3
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Last modified
3/31/2017 12:57:17 PM
Creation date
12/19/2006 1:18:41 PM
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Contracts
Company Name
DMJM HARRIS - AECOM
Contract #
A-2006-304
Agency
PUBLIC WORKS
Council Approval Date
11/20/2006
Insurance Exp Date
4/1/2009
Destruction Year
2020
Notes
Amended by A-2010-004
Document Relationships
AECOM (FORMERLY DMJM HARRIS) 3A - 2010
(Amended By)
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\Contracts / Agreements\_PENDING FOLDER\READY TO DESTROY IN 2020
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iNli' 1 Bridge Structural Design Services <br />Scope of Work <br />The following is a summary of the key elements of work <br />for the project. <br />Task 1 —Administration <br />1.1 Management & Adminstration- This task includes <br />tasks such as subconsultant agreements, monthly progress <br />reports, and tracking hour and cost expenditures. A project <br />specific Project Work Plan will be developed which includes <br />our quality control procedures, and will be distributed to all <br />team members. <br />1.2 Project Team Meetings— DMJM Harris will organize <br />and participate in a project kickoff meeting with the City <br />and all project stakeholders to discuss the scope of work and <br />review procedures to be followed for project communication, <br />processing and approval. DMJM Harris will organize and <br />conduct regular PDT meetings throughout the duration of this <br />project phase on a monthly basis (8 meetings assumed), and <br />will also be available for public outreach, City Commission <br />and City Council meetings (2 total meetings assumed). The <br />DMJM Harris Project Manager and Engineers will also <br />participate in informal, unscheduled meetings as necessary <br />as critical issues arise. <br />1.3 Agency Coordination — DMJM Harris will be responsible <br />to coordinate with outside Agencies as necessary to address <br />Project and permitting issues. This will include, but is not <br />limited to, Caltrans, the County of Orange, the Corps of <br />Engineers, OCTA, RWQCB and CDFG. <br />1.4 Record Research & Field Reviews — Existing as -built <br />information and all available studies will be obtained and <br />reviewed. A minimum of three field reviews, including a <br />digital photographic inventory, will be conducted at various <br />stages of the project to ensure all field conditions have been <br />accounted for in the Project plans. The initial field review <br />will be basis for the preparation ofthe "Field Review Report" <br />in conformance with Caltrans requirements. <br />1.5 Utility Coordination — Initial requests for utility <br />information will be sent to each utility company and a <br />master base map of utilities will be developed from the <br />information received. The existing utilities, as well as <br />proposed relocations, will be shown on the project plan & <br />profile sheets. Meetings will be conducted with the impacted <br />utility companies as needed to convey the project impacts and <br />coordinate their relocations. (6 meetings total provided). <br />A conceptual relocation plan will be developed and <br />distributed to each company for their input, modification, <br />schedule, and cost (if applicable). Utility notices will also be <br />sent out at the 60% and 100% levels to ensure concurrence <br />of their facility locations as depicted on the plans and their <br />relocations, if applicable. <br />DMJM HARRIS AECOM <br />Task 2 —Engineering Studies <br />2.1 Survey — DMJM Harris team member, Coast Surveying, <br />will perform initial field control, topographic survey and <br />aerial mapping. Provide overall site mapping for base <br />mapping purposes and design purposes at 1 inch = 40 feet <br />accuracy, with 1 -foot contour intervals. <br />• Perform survey research at the City of Santa Ana and <br />the County of Orange for horizontal and vertical control, <br />centerline ties, right of way maps, record maps, and any <br />other pertinent information. <br />• Place five aerial photogrammetric control targets on the <br />ground and determine appropriate horizontal and vertical <br />control positions upon them. <br />• Prepare aerial photogrammetric mapping 200 feet wide, <br />100 feet each side of centerline First Street from 600' E/O <br />to 600' W/O bridge, and within the Santa Ana River 400' <br />each side of First Street, at a scale of 1 "=40' with one -foot <br />contour accuracy in MicroStation digital format in U.S. <br />Survey Feet per the City of Santa Ana Standards. <br />• Perform design surveys along First Street from 600' E/O <br />bridge to 600' W/O bridge. Deliver a MicroStation digital <br />file of the survey results and a .txt file of all the survey <br />points with point number, X, Y, Z and descriptor. <br />• Perform cross-sections at 100' intervals of the Santa <br />Ana River 400 on each side of First Street. Deliver a <br />MicroStation digital file of the survey results and a .txt <br />file of all the survey points with point number, X, Y, Z <br />and descriptor. <br />• Perform field surveys to tie-in street centerline <br />monumentation on First Street on each side of the Santa <br />Ana River, and determine appropriate horizontal control <br />positions upon them and then compute the existing <br />centerline through the project area. <br />• Compute appropriate right of way lines in project area <br />using the established centerline positions and record data. <br />Provide right of way delineation mapping in MicroStation <br />digital format in U.S. Survey Feet. <br />• All surveys will be tied into the appropriate County of <br />Orange horizontal and vertical control datums utilizing <br />both GPS Receivers and digital levels. <br />2.2 Geotechnical — Team member, Earth Mechanics will <br />provide the geotechnical support which will evaluate the <br />existing subsurface conditions and general onsite soil <br />characteristics, and to provide recommendations for the <br />proposed improvements. The scope of work is anticipated <br />to include the following tasks: <br />Soil borings will be required for the retaining walls and <br />abutment foundation, and pavement design. Borings are <br />also recommended inside the river because the existing <br />borings are not deep enough for deep foundation design. <br />04601 324.5557 12 <br />
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