>> Leave comment << Response to Construction Submittals No. 23 As of 23-Aug-2010 3:24 PM CT Vitruvian Infrastructure Phase 1C Park 4010 Marsh Lane Addison, Texas 75001 Project Number: 1308C Status: Outstanding Product Classification Category 02000 - SITEWORK Attachment(s) ADS Highway Pipe (DS).pdf TerraTex SD data.pdf Notes Description Perforated Pipe with sock and filter fabric Certification Section: 2 - Sitework Int. Tracking #: Submitted by: Jennifer Haynes Issue Date: 20-Aug-2010 2:26 PM CT Est. Delivery Date: 20-Aug-2010 Actual Date Received: Sent To: Eric Little (First Recipient) Requested By: 27-Aug-2010 2:14 PM CT Copy to: Victor Lissiak III Nick Jacob Wade Geistweidt Mark Gaines Clay Barnett History (Chronological Order) Type Routed Memo Please review. Attached Files (none) Submittal Type: 12 - Other Sent By: Eric Little Date Sent: 20-Aug-2010 2:32 PM CT To: Joel Massey Requested By: 27-Aug-2010 2:14 PM CT Copy to: Nick Jacob Jennifer Haynes Type Routed Memo Where is this product being proposed to be used? Attached Files (none) Submittal Type: 12 - Other Sent By: Joel Massey Date Sent: 20-Aug-2010 2:45 PM CT To: Jennifer Haynes Requested By: 27-Aug-2010 2:14 PM CT Copy to: Joel Massey Eric Little Victor Lissiak III Nick Jacob Wade Geistweidt Mark Gaines Bruce Dunne Clay Barnett Type Routed Memo For drainage behind the walls at the grotto and ampitheatre. Attached Files (none) Submittal Type: 12 - Other Sent By: Jennifer Haynes Date Sent: 23-Aug-2010 2:35 PM CT To: Joel Massey Requested By: 27-Aug-2010 2:14 PM CT Copy to: Victor Lissiak III Nick Jacob Wade Geistweidt Mark Gaines Clay Barnett Type Routed Memo This submittal is for a pipe that does not appear to have perforations. Please clarify. Attached Files (none) Submittal Type: 12 - Other Sent By: Victor Lissiak III Date Sent: 23-Aug-2010 2:54 PM CT To: Jennifer Haynes Requested By: 27-Aug-2010 2:14 PM CT Copy to: Joel Massey Nick Jacob Wade Geistweidt Mark Gaines Clay Barnett Type Routed Memo The only place I see a 4" perforated drain pipe is behind the Grotto walls. The routing and outfall are shown on sheet SP321. The structural details show a 2'x2' zone of drainage rock around the pipe and then wrapped with filter fabric. The Town requires SDR-35 PVC for all storm drain pipe 2" - 12" as shown on sheet C402. I do not believe that a perforated drain pipe is required behind the Amphitheater walls. If it is, routing and outfall will need to determined. Attached Files (none) Submittal Type: 12 - Other Sent By: Joel Massey Date Sent: 23-Aug-2010 3:24 PM CT To: Jennifer Haynes Requested By: 27-Aug-2010 2:14 PM CT Copy to: Joel Massey Eric Little Victor Lissiak III Nick Jacob Wade Geistweidt Mark Gaines Bruce Dunne Clay Barnett Final Action No final action to display. Comments .................................................................................. 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