My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Amendment No 1 to PSA - Design Services for Full Storage Tank Design for WWTP – American Structurepoint, Inc.
sbend
>
Public
>
Public Works
>
Board of Works Documents
>
2022
>
Agreements/Contracts/Proposals/Addenda
>
Amendment No 1 to PSA - Design Services for Full Storage Tank Design for WWTP – American Structurepoint, Inc.
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2022 2:29:38 PM
Creation date
6/14/2022 2:29:25 PM
Metadata
Fields
Template:
Board of Public Works
Document Type
Contracts
Document Date
6/14/2022
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
50
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Page 2 <br />(Exhibit A – Engineer’s Services) <br />EJCDC E-500 Agreement Between Owner and Engineer for Professional Services <br />Copyright © 2008 National Society of Professional Engineers for EJCDC. All rights reserved. <br />To accomplish the objectives of the project, Engineer will perform the following scope of services. <br />A1.01 Study and Report Phase <br />A.Engineer shall: <br />1.Consult with Owner to define and clarify Owner’s requirements for the Project and <br />available data. <br />2.Advise Owner of any need for Owner to provide data or services of the types described in <br />Exhibit B which are not part of Engineer’s Basic Services. <br />3.Identify, consult with, and analyze requirements of governmental authorities having <br />jurisdiction to approve the portions of the Project designed or specified by Engineer, <br />including but not limited to mitigating measures identified in the environmental assessment. <br />4.Provide necessary field surveys and topographic and utility mapping for design purposes. <br />Utility mapping will be based upon information obtained from utility owners. <br />5.Provide five (5) geotechnical soil borings and two (2) piezometers and conduct a <br />geotechnical analysis of the borings. Consultant shall prepare a geotechnical data report <br />geotechnical baseline report to provide an interpretation of the data and describe expected <br />ground behavior and appropriate methods of construction the construction contractors use <br />for construction of all facilities. Excavation support system design criteria will be specified <br />in the design documents. Detailed design of excavation support system will be required by <br />the contractor in the bidding documents. <br />6.Conduct one workshop with the operations staff on equipment and operations preferences <br />including controls, layouts, locations, and construction sequencing related to the project. <br />7.Identify and evaluate up to two EQ Basin layout and operation alternate solutions available <br />to Owner and, after consultation with Owner, recommend to Owner those solutions which <br />in Engineer’s judgment meet Owner’s requirements for the Project. <br />8.Prepare a report (the “Report”) which will, as appropriate, contain schematic layouts, <br />sketches, and conceptual design criteria with appropriate exhibits to indicate the agreed-to <br />requirements, considerations involved, and those alternate solutions available to Owner <br />which Engineer recommends. For each recommended solution Engineer will provide the <br />following, which will be separately itemized: advantages and disadvantages, risks, general <br />Total Opinion of probable Construction Cost; permit requirements, and, on the basis of <br />information furnished by Owner, a summary of allowances for other items and services <br />included within the definition of Total Project Costs. <br />9.Perform or provide the following additional Study and Report Phase tasks or deliverables: <br />[NA] Technical Memorandum describing the dewatering impact to Pinhook Pond and <br />Pinhook WTP during construction. <br />DocuSign Envelope ID: 1C4AA711-DA0B-418C-90FE-56D629C93881
The URL can be used to link to this page
Your browser does not support the video tag.