My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Attachment A - 2015-3-13_Samson Park Technical Specifications
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
ITB
>
(15-05-01) Samson Oceanfront Park Improvements
>
Attachment A - 2015-3-13_Samson Park Technical Specifications
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/12/2015 10:00:19 AM
Creation date
11/12/2015 9:46:40 AM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
411
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
Samson Oceanfront Park <br />City of Sunny Isles <br />Technical Specifications <br />SITE PREPARATION 02100-1 <br />SECTION 02100 - SITE PREPARATION <br /> <br />PART 1 - GENERAL <br /> <br />1.01 <br /> <br />SCOPE: <br />A. Summary of Work: The CONTRACTOR shall furnish all labor, materials, and equipment <br />necessary for complete and proper site preparation within the areas shown on the Drawings and <br />specified herein and observe permit conditions. <br /> <br />B. Related work Specified Elsewhere: <br /> <br />Section 02050 – Demolition <br />Section 02110 - Clearing and Land Preparation <br /> <br />1.02 APPLICABLE PUBLICATIONS <br /> <br />: <br />A. Applicable Standards: <br />1. Florida Department of Transportation Standard Specifications for Road and Bridge <br />Construction, latest edition (FDOT). <br /> <br />1.03 <br /> <br />DEFINITIONS: (Not Used) <br />1.04 <br /> <br />SUBMITTALS: (Not Used) <br />1.05 QUALIFICATIONS: (Not Used <br /> <br />) <br />1.06 <br /> <br />RESPONSIBILITIES: <br />A. The CONTRACTOR shall make all excavations for piping and appurtenant structures in any <br />material encountered to the depth and grades required, shall backfill such excavations and dispose <br />of excess or unsuitable materials from excavation, and shall provide and place necessary borrow <br />material to properly backfill excavations, all as indicated on the drawings, specified herein, or as <br />directed by the ENGINEER. <br /> <br />B. Excavation, dewatering, sheeting and bracing required shall be carried out so as to prevent any <br />possibility of undermining or disturbing the foundations of any existing structure or work, and so <br />that all work may be accomplished and inspected in the dry, except as directed by the <br />ENGINEER. <br /> <br />1.07 <br /> <br />CERTIFICATIONS AND TESTINGS: (Not Used) <br />1.08 <br /> <br />INSPECTION COORDINATION: (Not Used) <br />1.09 <br /> <br />WARRANTY: (Not Used) <br />PART 2 - PRODUCTS (Not Applicable) <br /> <br />PART 3 - EXECUTION <br /> <br />3.01 TRAFFIC CONTROL <br /> <br />: The CONTRACTOR shall provide proper warning devices and barriers for <br />protection of the public and workmen in accordance with FDOT Specification Section 102-3 Traffic <br />Control and local regulations. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.