>> Leave comment << Response to Construction Submittals No. 38 As of 27-Jul-2011 10:15 AM CT Vitruvian Infrastructure Phase 1C Park 4010 Marsh Lane Addison, Texas 75001 Project Number: 1308C Status: Outstanding Overdue Product Classification Category 02000 - Temp Retaining Wall at Ponte Bridge Attachment(s) 047SK1A.pdf 047SK1B.pdf Notes Description Retaining Wall Adjacent to Ponte Bridge Certification Section: 2 - Sitework Int. Tracking #: Submitted by: Jennifer Haynes Issue Date: 7-Jul-2011 3:21 PM CT Est. Delivery Date: 7-Jul-2011 Actual Date Received: Sent To: Eric Little (First Recipient) Requested By: 11-Jul-2011 3:16 PM CT Copy to: Nick Jacob Clay Barnett History (Chronological Order) Type Routed Memo Please review and comment. Attached Files (none) Submittal Type: 12 - Other Sent By: Eric Little Date Sent: 7-Jul-2011 3:29 PM CT To: Joel Massey Requested By: 11-Jul-2011 3:16 PM CT Copy to: Brian LaFoy Nick Jacob Jennifer Haynes Clay Barnett Type Routed Memo We have no objections to this temporary wall design. Please provide any final comments from the Town to Eric Little. Attached Files (none) Submittal Type: 12 - Other Sent By: Joel Massey Date Sent: 15-Jul-2011 3:26 PM CT To: Clay Barnett Requested By: 11-Jul-2011 3:16 PM CT Copy to: Joel Massey Eric Little Brian LaFoy Nick Jacob Wade Geistweidt Bruce Dunne Type Routed Memo The ToA requests to know what basis the wall engineer used for this design. Was a global slope done? Attached Files (none) Submittal Type: 12 - Other Sent By: Eric Little Date Sent: 19-Jul-2011 4:28 PM CT To: Jennifer Haynes Requested By: 11-Jul-2011 3:16 PM CT Copy to: Joel Massey Nick Jacob Clay Barnett Type Routed Memo The retaining wall design considers only the stability of the wall under local lateral forces (35 PSF Equivalent Fluid Pressure). The design criteria is noted on the drawing SK-1b. The design does not evaluate global slope stability. Attached Files (none) Submittal Type: 12 - Other Sent By: Jennifer Haynes Date Sent: 27-Jul-2011 9:58 AM CT To: Eric Little Requested By: 11-Jul-2011 3:16 PM CT Copy to: Joel Massey Nick Jacob Clay Barnett Type Routed Memo The town is concerned with having a 10' gravity wall at the top of a recently placed 3:1 earthen embankment. We request that either a global slope stability analysis be performed or the retaining wall system be changed. Attached Files (none) Submittal Type: 12 - Other Sent By: Clay Barnett Date Sent: 27-Jul-2011 10:14 AM CT To: Jennifer Haynes Requested By: 11-Jul-2011 3:16 PM CT Copy to: Joel Massey Eric Little Nick Jacob Bruce Dunne Clay Barnett Final Action No final action to display. Comments .................................................................................. Copyright (c) 1999-2011, 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