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17060 P a g e | 16 Proposal for Storm Drain Pump Station Improvements Projects BRADFORD PUMP STATION Figure 3 – Map of Proposed Bradford Watershed Storm Drain Pipe Improvements along Whipple Ave. & Veterans Ave (See red piping within yellow circled areas) Task 5.4 – 60, 90, 100 Plans, Specifications, Estimates Design documents will be prepared by the consultant team at the 60%, 90%, 100% (Final) Design levels and submitted to the City and any other approval agencies or stakeholder interests for review and comment. Comments from all reviewing agencies will be addressed and responded to prior to the subsequent resubmittal by the consultant team. A review meeting will be held with City after each submittal by the consultant team. Any pertinent supporting calculations will be included with the submittals. All drawings and specifications will be prepared in conformance with City CADD standards. Standard precast or Caltrans standard details will be utilized for all manhole, junction boxes and hydraulic structures, therefore specialized structural calculations and structural design by structural engineering are not necessary. The consultant team will develop 60-percent design documents building on the work of the Alternatives Analysis. Drawings, key specifications, and a preliminary Opinion of Probable Cost of Construction will be included at the 60- percent level of design. A list of all planned project drawings and specifications will also be provided with the 60% design submittal. The 60-percent drawings will include the following: 1. Title Sheet, Index, Location and Vicinity Map 2. General Notes, Abbreviations and Legend 3. Surveying Control ATTY/AGR.2021.257/Wood Rodgers, Inc. (Bradford Storm Drain Pump Station Design) (Page 27 of 40)