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Home My WebLink About32 00 00-1-0 - Directional Drill Procedures_SKANSKA REVIEWEDSkanska USA Building 221 Yale Avenue North Suite 400 Seattle, Washington 98109 P: (206) 726-8000 F: (206) 328-9235 Project: 4222030 Amazon SWA2 - Sub Same Day FC 1905 Raymond Ave. Renton, WA 98054-2621 Renton, Washington 98054 Submittal #31 00 00-1.0 - Directional Drill Procedures 31 00 00 - Earthwork Revision 0 Submittal Manager Peyton Yamamoto (Skanska USA Building Inc. (WA)) Status Open Date Created Feb 15, 2023 Issue Date Feb 15, 2023 Spec Section 31 00 00 - Earthwork Responsible Contractor Ceccanti Inc.Received From Bill Parsons (Ceccanti Inc.) Received Date Submit By Final Due Date Mar 7, 2023 Lead Time Location Type Procedure Approvers Peyton Yamamoto (Skanska USA Building Inc. (WA)), John Karnowski (NV5), Mark Marquez (NV5), James Miller (NV5), Shane Walker (Amazon.com Services, Inc.), Greg Wegner (Amazon.com Services, Inc.), Brian Wiese (NV5), Michael Sippo (City of Renton) Ball in Court Michael Sippo (City of Renton) Distribution Description Please see the attached submittal for the directional drill procedures. ADDITIONAL SUBMITTAL DETAILS Delivered Via Priority LEED No Tracking Number Track for Expediting No Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information Attachments 32 00 00-1-0 - Directional Drill Procedures.pdf Bill Parsons Mar 7, 2023 Feb 15, 2023 Submitted 32 00 00-1-0 - Directional Drill Procedures.pdf Comment Please see the attached submittal for the directional drill procedures. Peyton Yamamoto Feb 15, 2023 Mar 7, 2023 Feb 15, 2023 For Record Only 32 00 00-1-0 - Directional Drill Procedures_SKANSKA REVIEWED.pdf John Karnowski Feb 15, 2023 Mar 7, 2023 Feb 15, 2023 For Record Only Comment The procedures for conducting directional boring is not a material submittal and not subject to EOR approval. The procedures should be discussed with the City's inspector. Mark Marquez Feb 15, 2023 Mar 7, 2023 Pending Skanska USA Building Page 1 of 2 Printed On: Feb 15, 2023 01:25 PM PST Name Sent Date Due Date Returned Date Response Attachments James Miller Feb 15, 2023 Mar 7, 2023 Pending Shane Walker Feb 15, 2023 Mar 7, 2023 Pending Greg Wegner Feb 15, 2023 Mar 7, 2023 Pending Brian Wiese Feb 15, 2023 Mar 7, 2023 Pending Michael Sippo Mar 7, 2023 Pending Submittal #31 00 00-1.0 - Directional Drill Procedures Project: 4222030 Amazon SWA2 - Sub Same Day FC Skanska USA Building Page 2 of 2 Printed On: Feb 15, 2023 01:25 PM PST MATERIAL TRANSMITTAL To: Skanska Transmittal No.: 017 Attn: Paul Tosello Date: 2-15-22 Project: SWA2 Amazon Project No.: Owner: Amazon Location: Renton, WA Previous Transmittal No. (if resubmitted) Bid Item Spec. Paragraph Number Item Description and Use Manufacturer Dwg. No(s). Approval Status (Engineer) Directional Drill Procedures Trenchless Construction By this submittal, the Contractor represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordinated each Shop Drawing with the project requirements and the Contract Documents. Deviations from the Contract Documents are noted below. COMMENTS: Contractor Ceccanti, Inc. Signature Brandon McDonald (THIS SPACE FOR REVIEW ENGINEER) To: Date: Approval status as noted above is in accordance with the following legend: A. No Exceptions Taken B. Make Corrections Noted C. Revise and Resubmit D. Submit Specified Item By: E. Rejected cc: F. See attached Review Comment Sheet dated Request for Approval of Material Contract Number 221110 FA Number SR Date 12/19/2022 Section / Title of Project Fiber/ITS Lind Ave SW & SW 19th ST to SW 16th ST County King Contractor Ceccanti Subcontractor West Coast Signal This form shall be completed prior to submittal. If this form is not complete at time of submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example Project Engineer Distribution State Materials Engineer Distribution Contractor Region Materials General File Signing Inspection Region Operations Engineer Fabrication Inspection DOT Form 350-071 EF Revised 12/2012 State Materials Lab M/S 47365 Other For WSDOT Use Only RAM # Bid Item No. Material or Product/Type Name and Location of Fabricator, Manufacturer or Pit Number Specification Reference PE/QPL Code Hdqtr./QPL Code 4 Directional Bore Procedure Trenchless Construction Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert. of Compliance for 'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved Yes No 4. Acceptance Criteria: Submit Shop Drawings for 'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only 'Approved for Shipment', 'WSDOT Inspected' or 'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks: RE: Horizontal Directional Drilling Procedures SET-UP: The drill machine, mud truck, tool truck, and vacuum trailer will be mobilized to the site. POTHOLING EXISTING UTILITIES: All existing utilities in the bore path will be potholed to determine their location and depth. This is accomplished by using a vacuum trailer to excavate to find the utility. After determining the depths of existing utilities, a safe bore path will be planned. DRILLING PROCEDURES: Once the machine is set up, the drill head is calibrated, and the mud supply is hooked up. Directly in front of the machine, a small receiving pit (3’ deep X 5’ long X 3’ wide) is dug. As the drilling progresses, a mixture of bentonite clay will be pumped into the bore hole. Along the way the depth and pitches of the drill head are monitored and recorded. The drilling will then proceed to the exit point. Once the pilot bore is constructed, the pull back process will begin. The exit pit will be 3’ deep X 5’ long X 3’ wide to “feed” the pipe as the drill pulls it back toward the machine. The fluid used in the drilling process is then vacuumed into a trailer and hauled to a dump site. TRACKING EQUIPMENT: In order to accurately monitor slope and depth, a transmitter capable of reading percent grade and depth is used. These are of the walk-over variety; the person locating the drill head receives information while walking over the drill head’s location along the path. The locating system can also be set up at a fixed location allowing the drill head to steer to the locating box if walking along the bore path is not allowed. PIPE PULL: After drilling the pilot hole, the drill head will be removed, and a swivel/reamer attached in order to pull back the product pipe. As the drill rods are pulled back and removed, the pipe is pulled into the bore hole. When the pipe is completely pulled in, the pull head is removed from the pipe and the pipe is ready for tie-in. If you have questions or need additional information regarding the directional drilling process, please contact me at 360.474.0123 or on my cellular at 206.396.5554. Sincerely, Steve Torgerson Project Manager Trenchless Construction Services, L.L.C.