HomeMy WebLinkAboutSDP200600041 Review Comments Final Site Plan and Comps. 2009-08-19SDP - 2006 -00041 Briarwood Phases 1A -1, 1B -1, 4 and 8
Elizabeth Marotta
From: MMyers @enggroupe.com
Sent: Wednesday, August 19, 2009 10:36 AM
To: Elizabeth Marotta
Subject: FW: SDP - 2006 -00041 Briarwood Phases 1 A -1, 1 B -1, 4 and 8
Page 1 of 2
Elizabeth, I'm sure that Amy has forwarded this to you from VDOT. These are minor
comments which we can easily address. Also, I was checking in to see if there was any
information regarding your review of the site plan. Thanks as always, Mike
Michael F. Myers, P.E.
The Engineering Groupe, Inc.
Charlottesville, Virginia
434 - 973 -4394 x501 (office)
434 - 973 -4584 (fax)
804 - 641 -2079 (cell)
From: DeNunzio, Joel D., P.E. [mailto: Joel .DeNunzio @VDOT.virginia.gov]
Sent: Monday, August 17, 2009 2:14 PM
To: Amy Pflaum
Cc: Michael Myers
Subject: SDP - 2006 -00041 Briarwood Phases 1A -1, 113-1, 4 and 8
SDP - 2006 -00041 Briarwood Phases 1 A -1, 1 B -1, 4 and 8
Amy,
I have reviewed the above plan and have the following comments:
1. All roads with projected ADT over 1000 VPD need to include LID -4 underdrains. This drain should be
included in the typical section of the road for Briarwood Dr.
2. CD -2's should be added to all sag curves.
3. Sheet 4 of 18 — The low point of the sag curve is 0 +64 +/- and the curbing starts left of centerline station
0 +45.5. It appears that this location will not properly drain.
4. Sheet 10 of 18 — Show SL -1's in drainage structures that are greater than 12 feet in depth.
5. Sheet 10B of 18 — Show CD -1's at cut/ fill transitions.
6. Sheet 15A of 18 — SL -1's are required for structures greater than 12 feet in depth.
8/19/2009
SDP - 2006 -00041 Briarwood Phases IA-I, 1B -1, 4 and 8
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7. The fill note referring to VDOT Road and Bridge Spec 303 should be consistent for all sheets that include
this note.
If you have any questions, please let me know.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joel.denunzio @vdot.virginia.gov
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8/19/2009