>> Leave comment << Response to RFI No. 65 As of 17-Mar-2011 3:28 PM CT Vitruvian Infrastructure Phase 1C Park 4010 Marsh Lane Addison, Texas 75001 Project Number: 1308C Status: Outstanding Subject HOT! Grotto Grading Questions Reason Code None Question Along with the revisions to match the trench drain exhibit, here are additional grading questions for the grotto. Proposed Solution Attached Files L9-02B Grading Questions.pdf Section: 2 - Sitework Int. Tracking #: Days Elapsed: 0 From: Jennifer Haynes Originated: 17-Mar-2011 2:41 PM CT To: Nick Jacob (First Recipient) Requested By: 20-Mar-2011 2:34 PM CT Copy to: Joel Massey Eric Little Robyn Jacobson Clay Barnett Additional Info Proposed Solution Impact Critical Path? Yes Cost Change: None Time Change: None Discipline Code: N/A Drawing Numbers: Needs Drawing Change? N/A History (Chronological Order) Type Routed Billable n/a Memo please see attached questions Attached Files (none) From: Nick Jacob Sent: 17-Mar-2011 2:42 PM CT To: Joel Massey Requested By: 20-Mar-2011 2:34 PM CT Copy to: Robyn Jacobson Type Routed Billable n/a Memo Robyn, You need to address the Grotto grading questions provided by Rebcon. I have looked at it and they appear to be are correct. The top of Grotto wall is shown and was built to elevation 563.00 and the paving grades shown on the most recently revised Grotto Plan show a perimeter grade of 563.30, higher. I do not think you intended for it to be higher. We have quickly looked at it and believe the perimeter grade can be lowered to 563.00 and the -0.30 carried to the inside, but it gets a little tricky on the north side because the grade is not flat but slopes toward Vitruvian Way. Please provide a draft copy of your revisions to me for our coordination with the grading plan and trench drain exhibit which will also have to be revised. One other item, the ToD you are showing on the grading plan should just be the edge of pavement grade not the ToD. I am showing the top of grate elevation on the trench drain exhibit about a half inch lower to direct surface water off of the pavement and to the grate across the concrete encasement. Attached Files (none) From: Joel Massey Sent: 17-Mar-2011 3:28 PM CT To: Robyn Jacobson Requested By: 20-Mar-2011 2:34 PM CT Copy to: Joel Massey Eric Little Nick Jacob Jennifer Haynes Bruce Dunne Clay Barnett Final Response (Closing) This item is still open. No final response to display. .................................................................................. 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