RE: Questions on W Sandy Lake Rd Phase 2A and 2B (2)Keith
Here is everything that will be included in Addendum No. 3.
Please let me know of any comments you have.
Thanks.
Casey McBroom, P.E.
Project Engineer
17304 Preston Road, Suite 1340
Dallas, Texas 75252
214.461.9867 Phone
972.900.5733 Mobile
214.461.9864 Fax
cmcbroom@tnpinc.com
From: Keith Marvin [mailto:KMarvin@coppelltx.gov]
Sent: Wednesday, April 24, 2013 11:24 AM
To: Casey McBroom
Subject: RE: Questions on W Sandy Lake Rd Phase 2A and 2B
Ok, Thanks.
Keith Marvin, P.E.
City of Coppell
972-304-3681
From: Casey McBroom [mailto:CMcBroom@TNPINC.com]
Sent: Wednesday, April 24, 2013 10:34 AM
To: Keith Marvin
Subject: RE: Questions on W Sandy Lake Rd Phase 2A and 2B
This is the first I’ve seen of these questions, but it looks like some
are already addressed. I can attempt to answer them. I’m pulling it
all together now, so you should have a review set hopefully before noon.
Casey McBroom, P.E.
Project Engineer
17304 Preston Road, Suite 1340
Dallas, Texas 75252
214.461.9867 Phone
972.900.5733 Mobile
214.461.9864 Fax
cmcbroom@tnpinc.com <mailto:cmcbroom@tnpinc.com>
From: Keith Marvin [mailto:KMarvin@coppelltx.gov]
Sent: Wednesday, April 24, 2013 10:16 AM
To: Casey McBroom
Subject: Fwd: Questions on W Sandy Lake Rd Phase 2A and 2B
Are these questioned answered in our addendum?
Where do we stand on the addendum schedule wise?
Keith Marvin
City of Coppell
Begin forwarded message:
From: Jennifer Cook <Jenniferc@coppelltx.gov
<mailto:Jenniferc@coppelltx.gov> >
Date: April 24, 2013, 9:34:34 AM CDT
To: Keith Marvin <KMarvin@coppelltx.gov
<mailto:KMarvin@coppelltx.gov> >
Subject: FW: Questions on W Sandy Lake Rd Phase 2A and 2B
Good morning,
Please see questions below for W. Sandy Lake.
Thank you.
From: Mark Gaines [mailto:Mark@rebcon.com]
Sent: Wednesday, April 24, 2013 9:31 AM
To: Jennifer Cook
Subject: Questions on W Sandy Lake Rd Phase 2A and 2B
Ms. Cook,
I have a few questions on the Plans
1. Sheet 71 shows drill shaft rebar as 8ea #9, Sheet 90
shows 10ea #9. Which sheet should we use?
2. Sheet 89 Detail A shows approach slab width to be 25ft,
looks like it should be 35 ft. Please verify.
3. Sheet 78 Column Concrete Appears incorrect. Please
verify. Sheet 78 detail shows column rebar as 10 ea #9 while the bill
of materials shows 8 ea #9.
4. Sheet 78 Bars A,B,&T look like they might have
mechanical couplers but none are called out. Are couplers required or
is there enough room between phases to lap the rebar?
5. Sheet 79 Column Concrete Quantity appears incorrect.
Rebar schedule has 1 A bar missing compared to Sheet 78 detail. All the
T bars are missing and there are 2 new bars T1 and T2. Please clarify.
Thanks,
Mark Gaines
Rebcon, Inc.