HomeMy WebLinkAboutSDP200600041 Review Comments Final Site Plan and Comps. 2009-09-09SDP - 2006 -00041 Briarwood Phases 1A -1, 1B -1, 4 and 8
Philip Custer
From:
Amy Pflaum
Sent:
Tuesday, September 08, 2009 1:16 PM
To:
Philip Custer
Subject: FW: SDP - 2006 -00041 Briarwood Phases 1 A -1, 1 B -1, 4 and 8
From: DeNunzio, Joel D., P.E. [ mailto:J oel.DeNunzio @VDOT.virginia.gov]
Sent: Tuesday, September 08, 2009 12:27 PM
To: Amy Pflaum
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,
Page 1 of 2
I have reviewed the revisions to the above plan and all previous comments have been adequately addressed.
Please let the applicant know that a Land Use Permit will be required for any work within the existing road Right of
Way. The permit can be obtained at the Charlottesville VDOT office once the plan is approved by the county.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joel.denunzio @vdot.virginia.gov
From: DeNunzio, Joel D., P.E.
Sent: Monday, August 17, 2009 2:14 PM
To: 'Amy Pflaum'
Cc: 'MMyers @enggroupe.com'
Subject: SDP - 2006 -00041 Briarwood Phases 1A -1, 1B -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 UD -4 underdrains. This drain should be
included in the typical section of the road for Briarwood Dr.
9/9/2009
SDP - 2006 -00041 Briarwood Phases 1A -1, 1B -1, 4 and 8
Page 2 of 2
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.
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
ioeL den unzio@vdot.virainia.aov
9/9/2009