>> Leave comment << Response to RFI No. 20 As of 11-Aug-2010 3:15 PM CT Vitruvian Infrastructure Phase 1C Park 4010 Marsh Lane Addison, Texas 75001 Project Number: 1308C Status: Outstanding Subject Weirs at Island 1 Reason Code None Question Please provide details for the weir support walls. Was this intended to be a soil nail wall? Can we disregard the drill shafts shown on the lake edge wall and weir support wall? Proposed Solution Attached Files (none) Section: 3 - Concrete Int. Tracking #: Days Elapsed: 34 From: Jennifer Haynes Originated: 8-Jul-2010 1:52 PM CT To: Nick Jacob (First Recipient) Requested By: 18-Aug-2010 12:00 PM CT (Original 11-Jul-2010 1:48 PM CT) Copy to: Oscar Orduno Joel Massey Eric Little Victor Lissiak III Wade Geistweidt Mark Gaines Clay Barnett Additional Info Proposed Solution Impact Critical Path? Yes Cost Change: None Time Change: None Discipline Code: Structural Drawing Numbers: SP405 Needs Drawing Change? Yes History (Chronological Order) Type Routed Billable n/a Memo Please advise. Attached Files (none) From: Nick Jacob Sent: 8-Jul-2010 2:22 PM CT To: Victor Lissiak III Requested By: 11-Jul-2010 1:48 PM CT Copy to: (none) Type Response Billable n/a Memo Soil nail wall system not allowed in vicinity of weirs. Pier supported vertical concrete wall as detailed must be maintained. Attached Files (none) From: Victor Lissiak III Sent: 9-Jul-2010 11:07 AM CT To: Nick Jacob Requested By: 11-Jul-2010 12:00 AM CT Copy to: Oscar Orduno Joel Massey Jennifer Haynes Wade Geistweidt Mark Gaines Clay Barnett Type Routed Billable n/a Memo Pier supported vertical concrete wall as detailed must be maintained. Attached Files (none) From: Nick Jacob Sent: 13-Jul-2010 7:36 AM CT To: Jennifer Haynes Requested By: 11-Jul-2010 12:00 AM CT Copy to: (none) Type Routed Billable n/a Memo See Rebcon's questions below: That cut section SP405/04 provides no detail of the actual wall. Do we use SP301/01, SP301/02, SP301/B, and SP301/C to construct this wall? I assume the limits are are from the top of the weir to the ford abutment walls. Should we extend this wall some distance past the weir for the shotcrete to tie into it or can it tie in at the top of the weir? Attached Files (none) From: Jennifer Haynes Sent: 11-Aug-2010 3:15 PM CT To: Victor Lissiak III Requested By: 18-Aug-2010 12:00 PM CT Copy to: Eric Little Nick Jacob Wade Geistweidt Mark Gaines Clay Barnett Final Response (Closing) This item is still open. No final response to display. .................................................................................. Copyright (c) 1999-2010, Systemates, Inc. View the User Agreement for legal restrictions and terms of use applicable to this site. Use of this site signifies your agreement to the terms of use specified in the User Agreement. Projectmates - The Capital Project Management Software