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25O - AGMT ENGINEERING SERVICES WELL 29 REHAB
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25O - AGMT ENGINEERING SERVICES WELL 29 REHAB
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11/30/2017 5:31:56 PM
Creation date
11/30/2017 7:30:09 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25O
Date
12/5/2017
Destruction Year
2022
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requirements, retaining walls as required and a new pavement structural section throughout the <br />Project limits. The Consultant shall perform foundation design analysis, provide <br />earthwork/structural recommendations, pipe bedding requirements, and pavement reconstruction <br />details for the construction of the Project. This information will be included in the Basis of Design, <br />on the Final Design Plans and in the Final Specifications. <br />The Consultant shall be responsible for preparing traffic control plans for all geotechnical field <br />work and will be responsible for notifying the Project Manager two (2) weeks in advance of any <br />geotechnical field work being conducted. The Consultant shall submit all traffic control plans to <br />City staff for review. The Consultant/Contractor will be required to obtain "no fee" permits for <br />all geotechnical potholing. Backfill and paving will be as required by the Permitting section of the <br />Public Works Agency. The pavement section shall match the existing pavement section at a <br />minimum. <br />Task 4. Well Assessment including Operations, Capacity, and Safety Evaluation <br />The Consultant shall use as -built plans, well performance and production records, conduct field <br />inspections and interview City staff to evaluate the existing well operations and understand the site <br />constraints. The Consultant is required to coordinate all field investigations of the existing well <br />with the City's Project manager. The City shall perform a down well video inspection of the well <br />and provide to consultant for review. Consultant shall identify and recommend well repairs and or <br />rehabilitation methods as required. <br />Task 5. Well Site- Operational Design Standard and Criteria <br />The Consultant shall work with City staff to determine the applicable design standards and criteria <br />in addition to those defined by the Study. The Consultant shall consider other possible agency <br />design criteria and/or standards as. necessary. A maximum of two (2) three (3) hour workshop <br />sessions shall be conducted with the Project Manager, City Operations staff and the Consultant <br />design team. The Consultant shall be responsible for organizing the meeting including obtaining <br />background information for discussion, preparing the agenda, compiling meeting minutes and <br />action items, as well as distributing the minutes as required. Elements to be discussed shall include, <br />but not be limited to, operational parameters, ideal control conditions, and operator experience. <br />Task 6. Basis of Design <br />Upon completion of Tasks 2 through 5 above, the Consultant shall prepare a Basis of Design <br />Report including elements and findings from all of the Tasks. The Basis of Design Report shall <br />summarize all of the alternatives and outline the agreed upon alternative including reasons why <br />the alternative was chosen. The Basis of Design includes 30% drawings of the chosen alternative <br />including all proposed improvements, The Basis of Design Report shall be stamped and signed by <br />a California Registered Civil Engineer. Prior to completion of the final Basis of Design Report, <br />the Consultant shall prepare and submit for review a draft Basis of Design Report to City staff. <br />The Basis of Design will include, but not be limited to, such issues as: <br />1. An overall evaluation of the existing well site based on current design standards. <br />2. Make recommendations for Well 29 improvements including site alternatives (two <br />minimum) for the building as well as related discharge piping. Propose possible building <br />architectural features that can be incorporated into the local neighborhood surroundings <br />City of Santa Ana RFP 16-110 <br />Page Al -3 <br />250-15 <br />
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