Sheet 45, from Ginn Inc, shows constructing a standard TxDOT inlet on top of a standard TxDOT junction box. Appears no details were provided?
Also the junction box appears - see 54" pipe from east entering, will not allow for a 7' x 4' RCB? With the angle of the culvert it will be wider than the junction box. Just from my
observations
Bill
William A. Parsons, PE
Project Manager
ARS Engineers, Inc.
5910 North Central Expressway, Suite 1000
Dallas, Texas 75206
214-739-3152 Phone
214-739-3169 Fax
This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing or copying this e-mail is strictly prohibited
________________________________
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Friday, October 22, 2010 2:08 PM
To: 'Bill Parsons'
Cc: 'Jhudson@arsengineers.com'; 'jmears@dallascounty.org'; 'Rob Kouba'; 'Sandhu, Ayub'
Subject: RE: Drainage Conflict
Oops, wrong files.
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Clay Barnett
Sent: Friday, October 22, 2010 2:07 PM
To: 'Bill Parsons'
Cc: Jhudson@arsengineers.com; jmears@dallascounty.org; 'Rob Kouba'; 'Sandhu, Ayub'
Subject: RE: Drainage Conflict
Bill,
Attached are the record drawings you requested.
Thanks,
Clay Barnett, P.E.
Town Engineer
Town of Addison
16801 Westgrove Drive
Addison, TX 75001-2818
Office: (972) 450-2857
From: Bill Parsons [mailto:bparsons@arsengineers.com]
Sent: Friday, October 22, 2010 1:59 PM
To: Clay Barnett
Cc: Jhudson@arsengineers.com; jmears@dallascounty.org; 'Rob Kouba'; 'Bill Parsons'; 'Sandhu, Ayub'
Subject: RE: Drainage Conflict
Clay,
You gave this to us before and the tower is still in conflict. With the option we discussed of using 3 - 36" RCP's the headwall opening width is about 28 feet. Also our original design
had only a single box culvert which allowed us to stay within +/- the easement and still miss the tower. So like I said in order to install 3 - 36" RCP's one or the other had to be done.
Also it was not in our scope or fee to hire a structural firm to design a junction box to accommodate this type of structure.
Our original fee was derived off of the assumption we would align the roadway to miss the existing headwall all together. But that is water under the bridge now. So let us know which
way to proceed so we can finalize this and get our sub working on their traffic signal comments. Thanks
Bill
William A. Parsons, PE
Project Manager
ARS Engineers, Inc.
5910 North Central Expressway, Suite 1000
Dallas, Texas 75206
214-739-3152 Phone
214-739-3169 Fax
This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing or copying this e-mail is strictly prohibited
________________________________
From: Clay Barnett [mailto:cbarnett@addisontx.gov]
Sent: Friday, October 22, 2010 1:51 PM
To: 'Bill Parsons'
Cc: Jhudson@arsengineers.com; jmears@dallascounty.org; 'Rob Kouba'
Subject: RE: Drainage Conflict
Bill,
We do not want to relocate the tower. Please use the easement option if needed. There is already an easement adjacent to that location. The plat is recorded in Instrument No. 20080022312.
I have attached a copy of the plat obtained from the county’s website to this email.
If you need any additional information, 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: Bill Parsons [mailto:bparsons@arsengineers.com]
Sent: Friday, October 22, 2010 11:39 AM
To: jmears@dallascounty.org; 'Rob Kouba'; Clay Barnett
Cc: 'Bill Parsons'; Jhudson@arsengineers.com
Subject: FW: Drainage Conflict
As you can see trying to keep the pipe extensions and headwall inside the drainage easement they are in conflict with the existing transmission tower. Either we move the tower or we
get an easement? Let us know so we can finalize our drainage design. Thanks
Bill
William A. Parsons, PE
Project Manager
ARS Engineers, Inc.
5910 North Central Expressway, Suite 1000
Dallas, Texas 75206
214-739-3152 Phone
214-739-3169 Fax
This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing or copying this e-mail is strictly prohibited
________________________________
From: Julius Hudson [mailto:jhudson@arsengineers.com]
Sent: Friday, October 22, 2010 10:45 AM
To: bparsons@arsengineers.com
Subject: Drainage Conflict
Bill,
Enclosed is the pdf and the snapshot of the concerned area. The existing transmission pole is currently in a awkward place that will not allow for 3 -36" pipes within the current Easement
and ROW dedications.
Julius Hudson
Graduate Engineer
ARS Engineers, Inc.
5910 N. Central Expressway, Suite 1000
Dallas, Texas 75206
(214) 739-3152 (Phone)
(214) 739-3169 (Fax)
www.arsengineers.com
“This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing or copying this e-mail is strictly prohibited”
__________ Information from ESET NOD32 Antivirus, version of virus signature database 5555 (20101022) __________
The message was checked by ESET NOD32 Antivirus.
http://www.eset.com
__________ NOD32 5555 (20101022) Information __________
This message was checked by NOD32 antivirus system.
http://www.eset.com