My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2019-074
CBCC
>
Official Documents
>
2010's
>
2019
>
2019-074
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/27/2019 1:18:01 PM
Creation date
5/17/2019 1:42:19 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
05/14/2019
Control Number
2019-074
Agenda Item Number
8.D.
Entity Name
MBV Engineering
Subject
Jackie Robinson Training Complex
Project Number
IRC-197=07
Bid Number
Work Order No. 9
Alternate Name
Historic Dodgertown
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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).
View images
View plain text
Task 4 - Civil Design Services <br />a. Construction Plans Design and Development <br />The Consultant will prepare 24" x 36" design drawings signed & sealed, for the above described <br />improvements. The design drawings will include Existing Conditions Plan, Demolition and <br />Erosion Control Plan, Site Plan, Paving, Grading and Drainage Plan, Utility Plan, and applicable <br />details sheets. The plans package will also include the necessary design calculations as <br />applicable and various subconsultants' documents, details, or plans as needed. <br />b. Construction Cost Estimates <br />Consultant shall work with Architect and develop Cost Estimates for the project at the <br />Schematic Design (30%) and Construction Documents (90%) phases. <br />c. Project Oversight <br />The Consultant will provide project oversight and coordinate with project sub -consultants, IRC <br />and other parties as needed through the duration of the project. <br />Task 5 - Geotechnical Testing Services <br />The Consultant will coordinate with the Geotechnical Company on the following scope: <br />a. Perform four (4) soil borings, two (2) per building), to a depth of 10' to 14' in accordance with <br />ASTM Standards and as described in ASTM D1586, known as the Standard Penetration Test <br />(SPT). <br />b. Provide a report covering the investigation, including the boring logs of the soil classification, <br />thickness of each layer, number of blows per foot (N Value), groundwater depths, <br />recommendations for site preparation and the allowable bearing capacity of the soil. <br />Task 6 - Utility Locating Services (Horizontal and Vertical) <br />The Consultant will coordinate with the Utility Locating Company on the following scope: <br />a. The following work is being performed to Quality Level B standards in accordance with CI/ASCE <br />38-02. <br />b. Client has requested an estimate to horizontally and vertically locate detectable underground <br />utilities within a 20' radius of each of the two concession stands as shown on the provided <br />images. Task includes locating the lines feeding the buildings as well as any utilities that may <br />be by-passing within the general limits stated. Also, to include an area across the street from <br />the First Base concession stand as shown on the attached. A BHUG generated image is <br />attached for reference. If incorrect please advise. <br />c. A print or image was provided to review to assist with the estimate. However, a meet on site <br />would be recommended to confirm the locate area and assist with access. <br />d. EM and Real -Time GPR Locating equipment will both be utilized to locate and mark any <br />detectable underground utilities. A not to scale digital field sketch will be provided of our <br />discoveries for surveying purposes. We will also provide pictures and the raw GPR data for <br />review. <br />e. Estimate does not include any surveying services. <br />
The URL can be used to link to this page
Your browser does not support the video tag.