My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-213 (5)
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-213 (5)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/6/2016 10:43:21 AM
Creation date
10/1/2015 12:22:22 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Addendum
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7474
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
94
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
L <br /> L <br /> 1 . Drainage <br /> So that construction operations progress successfully, completely drain construction <br /> site during periods of construction to keep soil materials sufficiently dry. The <br /> Contractor shall establish/construct storm drainage features (ponds/basins) at the <br /> earliest stages of site development, and throughout construction grade the construction <br /> area to provide positive surface water runoff away from the construction activity and/or <br /> provide temporary ditches, swales, and other drainage features and equipment as <br /> required to maintain dry soils. When unsuitable working platforms for equipment <br /> operation and unsuitable soil support for subsequent construction features develop, <br /> remove unsuitable material and provide new soil material as specified herein. It is the <br /> responsibility of the Contractor to assess the soil and ground water conditions <br /> presented by the plans and specifications and to employ necessary measures to permit <br /> construction to proceed. <br /> 2 . Dewatering <br /> All water encountered during excavation shall be promptly and completely removed to <br /> a depth below the exposed excavation surface sufficient to provide a dry working <br /> surface. The excavation shall be kept dry until the work to be built or placed therein <br /> has been completed as specified. Dewatering shall be done in a manner that will not <br /> cause sloughing or caving of the excavation walls. Water from said dewatering shall <br /> be disposed of in a manner as will not result in violations of State water quality <br /> standards in receiving waters, nor cause injury to public health nor to public or private <br /> property, nor to the work completed or in progress. Any and all damage caused by <br /> dewatering shall be promptly repaired by the Contractor at no cost to the Owner. The <br /> receiving point for water from said operation shall be approved by the applicable <br /> regulatory agency and the Engineer. The Contractor is responsible for obtaining all <br /> required permits and any other approval necessary. <br /> C. Underground Utilities <br /> Location of the existing utilities indicated on the Drawings are approximate only. The <br /> Contractor shall physically verify the location and elevation of the existing utilities <br /> indicated prior to starting construction. The Contractor shall contact Sunshine One Call at <br /> 1 -800-432-4770, 48 hours prior to commencement of excavation for assistance in locating <br /> existing utilities. <br /> D. Machinery and Equipment <br /> Movement of construction machinery and equipment over pipes during construction shall <br /> be at the Contractor's risk. Repair, or remove and provide new pipe for existing or newly <br /> installed pipe that has been displaced or damaged. <br /> 3 . 03 EXCAVATION <br /> Excavate to contours, elevation, and dimensions indicated. Reuse excavated materials that meet the <br /> specified requirements for the material type required at the intended location. Keep excavations free <br /> from water. Excavate soil disturbed or weakened by Contractor's operations, soils softened or made <br /> unsuitable for subsequent construction due to exposure to weather. Refill with common fill and <br /> compact to 95 percent of ASTM D 1557 maximum density. Unless specified otherwise, refill <br /> excavations cut below indicated depth with common fill and compact to 95 percent of ASTM D <br /> 1557 maximum density. <br /> it 02302 — Excavation and Fill <br /> 02302 - 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.