Laserfiche WebLink
17060 P a g e | 15 <br />Proposal for Storm Drain Pump Station Improvements Projects <br />BRADFORD PUMP STATION <br />Task 5.3 – Preliminary Design <br />The Consultant will lay out the proposed replacement pipes on the Base Maps developed in Task 5.3. The <br />Consultant will identify candidate reaches for parallel pipe construction as an alternative to pipe replacement. In <br />these candidate reaches; the selection will be made between replacing the pipe or constructing a parallel pipe <br />alongside it based on the approximate cost of replacement vs. parallel pipe. The selection will be documented on <br />the Base Maps. The reaches of pipe are presented in the table below. It is assumed that most reaches will require <br />pipe replacement because of the space constraints, and an alternative analysis will not be conducted. <br />Deliverables: <br />Base Maps with Preliminary Design: Five (5) hard-copies and one (1) electronic Adobe Acrobat (PDF) copy <br />will be provided for each Draft and Final submittal. <br />PROPOSED PIPE IMPROVEMENTS <br />Propose d <br />Rplcmnt <br />Pipe Pipe Length Stre et <br />(in dia)(in dia)(in dia)(lf) <br />48 54 30 660 El Camino <br />48 66 36 170 Cal i fornia to El Cami no <br />42 54 30 300 Bradford St <br />24 30 18 550 Alle rton St <br />30 33 18 350 Alle rton St <br />33 36 34 380 Winslow St <br />42 48 30 470 Marshall St <br />42 48 30 400 Mi ddlefie l d Rd <br />27 30 18 280 Spri ng St <br />24 30 18 370 Casi a St <br />3,930 <br />Alternate <br />Parallel <br />Existing <br />Pipe <br />ATTY/AGR.2021.257/Wood Rodgers, Inc. (Bradford Storm Drain Pump Station Design) (Page 26 of 40)