HomeMy WebLinkAboutSDP201000055 Review Comments 2010-08-16AEWIWN125;:�
August 16, 2010
Megan Yaniglos
Senior Planner
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, VA 22902
E
- - -- - - - -- "T,,
800 E JEF RSON CHARLOTTESVILLE VA 22902
434 293 3719 434 293 3719
www.coIIins- engineerin®.com
--- -- - - - - - -- _ _ - - - - --
RE: SDP - 2010 -0055 — OLD TRAIL BLOCK 4 — FINAL SITE PLAN
Dear Megan:
Thank you for your correspondence dated August 2, 2010 on the above - referenced
project. The attached revised plans address your comments as described below:
Engineering
1. An ESC plan is now included with this submittal. The Block 2 WPO plan has
been submitted again to update its approval status.
2. It is not feasible to keep drainage pipes and structures within the right -of -way due
to conflicts with other utilities. The drainage lines running through block 4 are
now shown within private (versus public) drainage easements.
3. A road plan amendment is currently under review for Upland Drive and
Claremont Lane. The plan and profile sheets from this plan are included at the
end of this Block 4 site plan set.
4. Sidewalks for units 33 -39 are now shown.
5. Connections from the sidewalk in the grass mall to the exterior streets are
provided as suggested.
6. Curbs have been removed at driveway locations. Grading has been updated.
7. Driveways for lots 6, 7 and 8 have been reduced to 5% slope.
8. A private drainage easement has been provided. Adjust yard drains to minimize
intrusion into the corner of this lot.
9. Parallel parking spaces are allowed to be 8' wide per the approved Code of
Development and General Development Plan for Old Trail Village. Please refer
to earlier determination from Amy Pflaum on the preliminary site plan review of
Old Trail Phase 9.
10. The sidewalk slope has been revised to minimize its slope.
11. Dead -end alleys are now 14' from f/c to f /c.
12. The sewer line which runs through blocks 13 and 2 is now shown on this plan.
The ESC plan includes the limits of disturbance required for this sewer line.
13. Structure and grate types are now specified in storm sewer profiles.