HomeMy WebLinkAboutSDP200800056 Review Comments Final Site Plan and Comps. 2008-10-07Page 1 of 2
Philip Custer
From: Denunzio, Joel D., P.E. [ Joel .Denunzio @VDOT.virginia.gov]
Sent: Tuesday, October 07, 2008 11:30 AM
To: Philip Custer
Subject: FW: SDP 200 -00056 WICKHAM POND BLOCK 2 FINAL SITE PLAN
Phil,
We have reviewed the above plan and have one comment:
. It appears that the CG -12 type C would be the more appropriate design for the curb ramps on this block
because of the proposed utility /planting strip.
All other comments have been adequately addressed. We are waiting on the turning movement diagrams to
determine the adequacy of the proposed entrances off Wickham Place and Wickham Way.
Thanks,
Joel
Joel DeNunzio, P.E.
Staff Engineer
434 - 293 -0011 Ext. 120
joel.denunzio @vdot.virginia.gov
From: Hamidi, Ajmal
Sent: Wednesday, July 16, 2008 01:45 PM
To: 'jsharp @albemarle.org'
Cc: Denunzio, Joel D., P.E.
Subject: SDP 200 -00056 WICKHAM POND BLOCK 2 FINAL SITE PLAN
SDP 200 -00056 WICKHAM POND BLOCK 2 FINAL SITE PLAN
Mr. Jonathon Sharp,
We have reviewed the above site plan and have the following comments:
• The two CG -11 commercial entrances to the site have widths of only 24 ft. Since all the
dumpsters for the site will be located in the underground parking garage, trash- pickup trucks must
use these entrances. It is doubtful that these entrances can safely accommodate such single -unit
(SU) trucks. We request that turning movement diagrams be submitted to show they can.
• Profiles are needed for the two CG -11 commercial entrances to ensure that they have acceptable
grades.
• The pavement design for the commercial entrances should be provided.
• What appears to be a loading dock is shown in the plans on the southwest corner of the site. For
which vehicle has this loading area been design? A turning movement diagram needs to be
shown. This loading area should be designed so that no vehicles on Wickham Way, a public road,
need to back up into it.
10/8/2008
Page 2 of 2
The intersection sight distance for the entrance at Wickham Way requires a line of sight of 280 ft.;
however, the plans show 100 ft. sight distance lines at this intersection.
Indicate which VDOT standard is proposed for the sidewalk ramp at the intersection of Wickham
Place and Wickham Way.
The depth of the flow at the inlet should be given in Table 7 of sheet 7 to show that no
overtopping of the curb occurs.
If you have any questions regarding any of the above comments, please contact Joel DeNunzio or me.
Thanks,
A.J. Hamidi
Tech III
Charlottesville Residency,
(434) 293 -0011
10/8/2008