My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Section 15080- Horizontal Directional Drilling
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
ITB
>
(15-12-02) Utility Undergrounding
>
Additional Specs
>
Section 15080- Horizontal Directional Drilling
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2016 4:59:43 PM
Creation date
1/25/2016 4:59:31 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
<br />15080 - 6/10 <br />services rendered, including services required due to around-the-clock construction, <br />the costs shall be borne by the Contractor. <br />B. The Contractor shall obtain all necessary permits required for around-the clock <br />operation from the various agencies having jurisdiction over the work area, if he <br />intends to schedule work as such. Additionally, the Contractor shall furnish and <br />install temporary noise barriers as required to comply with noise ordinances of the <br />various agencies having jurisdiction over the work area. <br />C. The Contractor shall have performed exploratory excavations or soft digs to locate <br />existing utilities prior to commencement of work. <br />3.02 INSTALLATION <br />A. General: <br />1. In general, the Work will proceed as follows with the horizontal directional <br />drilling material being HDPE: <br />a. Drill a pilot hole from one side of the bore path to the other side. The pilot <br />hole shall follow the design centerline of the pipe with the path recorded <br />and controlled using a specially designed instrument package situated <br />behind the drill bit. <br />b. The entire length of pipeline shall be fused and hydrostatically tested prior <br />to pull back. <br />c. A cutter/reamer shall be used to widen the drilled hole to its final <br />diameter. A barrel reamer shall be used to smooth the wall of the hole <br />and direct cuttings to the surface. A swivel shall be installed between the <br />barrel reamer and the pipeline to ensure that no torque is transmitted to <br />the pipeline while being pulled back. A bulkhead shall be fused to the end <br />of the pipeline prior to attaching the swivel and barrel reamer. <br />d. The HDPE pipeline shall be pulled back in a continuous operation at a <br />constant speed until the pullback is complete. The pipe shall be filled with <br />potable water during pull back unless otherwise approved by the <br />OWNER. The pipe shall be pulled beyond the exit pit a minimum distance <br />equilibrium before any other work is performed on the pipeline. <br />e. Should the pipe become lodged during the pullback operation, the <br />CONTRACTOR shall be responsible for all additional costs to dislodge <br />the pipe. Additional costs may include, but shall not be limited to, <br />replacement of overstressed sections of the pipe, additional excavation, <br />environmental damage, or drilling of a new hole. All required work must <br />be in compliance with all necessary permits. <br />f. After the pipeline is in place, it shall be hydrostatically tested in <br />accordance with the requirements of, Cleaning, Testing, and Disinfecting <br />of Piping, Section 15060. <br /> <br />B. Drill Path Geometry: <br />1. The CONTRACTOR is responsible for horizontal and vertical alignment of the <br />pilot drill and final installed pipe. The pilot drill alignment shall conform to the <br />pipeline alignments submitted by the contractor in Bore Path Report. The <br />CONTRACTOR shall submit all proposed changes to the vertical alignment <br />shown on the Contract Drawings for approval prior to commencing work. Under
The URL can be used to link to this page
Your browser does not support the video tag.