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18. RW -VA — a mechanically stabilized earth wall along the south side of SB Veterans <br />Blvd. approach to flyover. Total length is approximately 689'-6"; design height <br />varies from 4' to approximately 24'. <br />The Type Selection Report will include the following: <br />• General Description of the Project <br />• Design and Constructability Issues <br />• Structure Type Selection and Support Location Considerations <br />• Foundation Issues <br />• Speed of Construction <br />• Staged Construction of the Structures <br />• Preliminary Aesthetics <br />• General Plans <br />• Construction Costs <br />• Recommendations <br />Results from the Advanced Planning Studies previously prepared by AECOM, Preliminary <br />Foundation Reports and structural and visual design criteria will be used in developing <br />General Plan details. This includes performing preliminary analysis to aid development of <br />structural elements such as depth and type of the superstructure, size and shape of column <br />members, footing sizes, and abutment types. The analysis will be consistent with the <br />preliminary nature of design. <br />Preliminary Construction Structure Quantity and Cost Estimates in a Caltrans General Plan <br />format will be developed for the project at this stage. The list of items of work will be <br />prepared based upon Caltrans' Standard Items of Work and adding items as may be <br />necessary. The cost estimate will identify construction work items, quantities, unit costs, and <br />summarize the estimated total structures cost, including allowances for supplemental work, <br />owner furnished materials, expenses, mobilization and contingencies. <br />The type selection report will include discussions noted above and will consist of a type <br />selection memo, bridge site data submittal (BSDS), a vicinity map, General Plans, <br />construction cost estimates, for each of the structures. <br />The results of the single type selection report for the seven bridge structures and the eighteen <br />non-standard retaining walls will be presented in a meeting at Caltrans Division of <br />Engineering Services (DES) in Sacramento. AECOM will be prepared to discuss and provide <br />information on foundation requirements, false work requirements, seismic and aesthetic <br />considerations, traffic handling, construction cost and other pertinent information that is <br />needed to determine the proper structure type. This is the "Structure Type Selection" process <br />and no further design work will be performed until written approval of the structure type is <br />received from DES. Within two weeks after receiving written approval of the proposed <br />General Plan and structure type, AECOM will furnish DES with appropriate copies of the <br />approved General Plans. These will be distributed by Caltrans for comments in accordance <br />with Bridge Memo to Designers 1-5 or current policy, and comments received will be <br />Page 35 of 73 <br />REV: 07-18-17 PR <br />AM/AGR.2017.166/AECOM 101/84 PS&E <br />