Joel,
Just cc me on this kind of stuff please.
Thanks,
From: Joel Massey [mailto:jmassey@icon-engineers.com]
Sent: Tuesday, January 25, 2011 2:27 PM
To: Eric T. Little
Cc: Nick Jacob; Clay Barnett; Bruce Dunne
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
This was a discussion to determine if there was an issue. You would have been included if it was. TOA decided it was not.
Joel
From: Eric T. Little [mailto:ELittle@udr.com]
Sent: Tuesday, January 25, 2011 1:49 PM
To: Joel Massey
Cc: Nick Jacob; Clay Barnett; Bruce Dunne
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
I would just like to be included on any discussions about issues on the project I am supposed to be running.
Thanks,
From: Joel Massey [mailto:jmassey@icon-engineers.com]
Sent: Tuesday, January 25, 2011 1:34 PM
To: Eric T. Little
Cc: Nick Jacob; Clay Barnett; Bruce Dunne
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
Eric,
This was a bridge design discussion that, at the end, expanded to the separate park design work related to grading coordination at the four corners of the bridge.
The purpose of the original email was to get the Ponte Bridge designer to respond to sidewalk design slopes of less than 0.6% on the bridge. It was forwarded to the TOA after there
was little response and no resolution to the design issue. The TOA takes the position that it is too flat, but will monitor the construction to minimize the impact.
The bridge grading coordination is a separate item that we are still working on as described below.
Please let me know if you need further information.
Joel
From: Eric T. Little [mailto:ELittle@udr.com]
Sent: Tuesday, January 25, 2011 11:48 AM
To: Clay Barnett; Joel Massey
Cc: Nick Jacob
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
Hey,
Is there a reason neither Nick or I were copied on any of these emails?
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Tuesday, January 25, 2011 9:14 AM
To: 'wgeistweidt@kleinfelder.com'
Cc: Eric T. Little; Nick Jacob
Subject: FW: VP - Ponte Ave. Bridge Sidewalk Grading
Wade,
Please be aware of the flat slopes in the bridge approach slab on the southeast side of the Ponte Bridge. Also included is a summary of where Icon is on the grading revisions near the
bridge approach slabs.
If you have any questions, please let me know.
Thanks,
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Joel Massey [mailto:jmassey@icon-engineers.com]
Sent: Monday, January 24, 2011 3:17 PM
To: Clay Barnett
Cc: Bruce Dunne
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
Clay,
Well maybe with Klienfelder watching this construction, the paver sidewalk ponding will be minimal.
The coordination of the bridge grades and the preferred parkway grading will result in revisions and/or adjustments at the top of the four stairs and two ramps. We have completed a
parkway grading concept plan for all four corners of the bridge and have reviewed it in person with KSS. They are reviewing the concept plan and will provide their input. After they
are finished, we will provide the proposed plan and park structure revisions and/ or adjustments. I believe that answers your question.
Joel
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Monday, January 24, 2011 3:00 PM
To: Joel Massey
Cc: Bruce Dunne
Subject: RE: VP - Ponte Ave. Bridge Sidewalk Grading
Joel,
I reviewed the information. I agree that there is a cross section of the sidewalk that is fairly flat. However, that is true of the street at this location as well and is generally
true of all streets near low and high points. Additionally, I believe that 0.5% slope is adequate to maintain drainage on a paved surface assuming that the contractor maintains this
slope. I will advise Kleinfelder of the flat slopes in these areas and ask them to keep watch to insure that we have positive drainage.
How is the examination of the elevations of the bridge approach section matching up with the park plans? I believe this was the issue that Bruce mentioned at the construction meeting
a few weeks back.
Thanks,
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Joel Massey [mailto:jmassey@icon-engineers.com]
Sent: Wednesday, January 19, 2011 12:17 PM
To: Clay Barnett
Cc: Bruce Dunne
Subject: FW: VP - Ponte Ave. Bridge Sidewalk Grading
Clay,
In conjunction with the Ponte Ave. grading coordination with the bridge, I came across what I believe may be a bridge deck drainage issue. I sent the following email and attachment
to Halff a little over a week ago. The purpose of the email was to verify with the designer that the bridge deck east side sidewalk transitions provided adequate surface slope to drain.
I received a call from a staff member at Halff, I believe the next day, but I have not heard any resolution since then. I believe this is important because my translation of the sidewalk
transition information results in a surface slope of about 0.5%. I believe this slope will be too flat for the paver walkway to adequately drain.
Please follow-up with Halff to verify whether or not this is an issue.
Joel
From: Joel Massey
Sent: Monday, January 10, 2011 10:20 AM
To: 'Christiansen, Eric'
Cc: Bruce Dunne
Subject: VP - Ponte Ave. Bridge Sidewalk Grading
Eric,
I am working on the proposed grading coordination, at both ends of the Vitruvian Park Ponte Ave. bridge, with the four (4) adjacent buildings (existing, proposed & future), the Vitruvian
Park access and the Ponte Ave. roadway. I have one question to you concerning the “sidewalk slope transitions” at the southeast and southwest corners of the bridge. Using the sidewalk
slope transition stations and plan view slopes shown on your sheet S1-01 and the proposed roadway grades, it looks like the sidewalk slope transition areas on the south end of the bridge
are not going to drain very well.
Please look at the attached PDF exhibit and let me know if I have translated the bridge design correctly on the exhibit.
Joel A. Massey
Project Manager
icon Consulting Engineers, Inc.
Bicentennial Financial Center
250 W. Southlake Blvd., Suite 117
Southlake, Texas 76092
Phone: (817) 552-6210
Fax: (817) 552-3126
Mobile: (817) 229-7944
jmassey@icon-engineers.com
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