Agmt21 Wood Rodgers, Inc. - Laserfiche WebLink

Browse Search

17060 P a g e | 2 Proposal for Storm Drain Pump Station Improvements Projects BRADFORD PUMP STATION Task 1.4 – Attend Project Coordination Meetings with City The Consultant will attend meetings, prepare meeting notes and agendas for the meetings, and will facilitate the meetings. This Scope of Work anticipates 7 meetings with the City for Tasks 3, 4 and 6. Task 3 anticipates three meetings to kick off the alternatives analysis, to go over the alternatives analysis results and preliminary engineering draft report (a.k.a. basis of design report). Task 4 includes three design review meetings at the 60%, 90%, and 100 % (Final) design stages. Task 6 includes the pre-bid meeting. The kickoff meeting is covered in Task 1.1. Task 5 meetings are covered in Task 5.1. Task 1.5 – Grant Support Meeting Under this task, the Consultant will attend meetings with the City, Cal OES, and stakeholders to provide support services associated with the Hazard Mitigation Grant Program (HMGP). Task 1.6 – Constructability and Value Engineering Review Under this task, the Consultant will attend constructability and / or value engineering meeting with the City, and a third-party reviewer. The Consultant will incorporate review comments within the next plans, specification, and cost estimate submittal within Task 4. Task 2 – Surveying and Utilities Research and Geotechnical Investigation Report Task 2.1 – Gather and Review Utilities Information (City to Provide) The Consultant will review record drawings and utility information provided by the City for the pump station location. The City will also contact area utility companies for schematic information regarding underground utility information within the location of the project site. The City will coordinate with the utility agencies for utility relocation as required. Utility locating and potholing is included in Task 2.2 and 2.5 and is further described in those sections of the SOW. The collected data will be used for the preparation of the Project Base Map in Task 2.4. Task 2.2 – Utility Locating The utilities locating subconsultant will perform onsite utility locating survey at the Bradford Pump Station. The utility locating survey includes 13,000 square feet area at the Bradford Pump Station site and 150 lineal feet along Bradford Street. To ensure accuracy and completeness of the utility locating survey, the utilities locating subconsultant will use multiple methods of detection including active locating, passive locating and ground penetrating radar. Radio detection receiver/transmitter equipment (RD 8100 or equal) will be used. It is a highly sensitive pipe and cable locator capable of detecting electromagnetic fields emitted by conductors energized by the transmitter (active locating) and from current carrying cables and ultra-low frequency radio waves present on some buried conductors (passive locating). Other passive locating equipment used by the utilities locating subconsultant includes an induction instrument (Fisher TW6 or equal), which is capable of defining the presence of pipelines, reinforced concrete foundations and other buried metal objects. The entire site will then be scanned by the utilities locating subconsultant using Ground Penetrating Radar to detect any unknown utilities with no surface indicators. Ground Penetrating Radar is a scanning instrument capable of detecting changes in the conductive properties of the soil and buried objects and graphically portraying their presence on a screen in real time. Some trench lines can be identified by breaks in the soil stratification and nonconductive materials where there is sufficient contrast between them and the backfill material. ATTY/AGR.2021.257/Wood Rodgers, Inc. (Bradford Storm Drain Pump Station Design) (Page 13 of 40)