HomeMy WebLinkAboutSUB201000081 Review Comments Final Plat 2010-07-21*-&A
County of Albemarle
Department of Community Development
The final plat for Old Trail Block 4 has been reviewed. The following comments have been provided:
1. The storm drainage easements shown on the plat must not be dedicated to public use. The storm
drainage system under Penshaw Court is a private system. The VDOT drainage taken from the
four inlets in the first 100ft of Upland Drive must not be taken through the site and must continue
on the northern curb line of Upland Drive as approved in the Block 4 Road Plan "0-2008-
00106.
2. A private drainage easement is needed across Lot 18 for the 8" storm line. [Design Manual]
3. This plat cannot be approved until Claremont Drive from Golf Drive to Upland Drive is dedicated
to public use. If the current plat (SUB- 2010 - 00081) will not be providing this dedication, please
provide the Deedbook and Page number for preceding plat which dedicates this ROW. [14- 404.A,
14 -435]
4. This plan cannot be approved until a road, esc, and, if necessary, swm bond is posted for the
following roadways and travelways: Upland Drive from Old Trail Drive to Claremont Drive,
Claremont Drive from Golf Drive to Upland Drive, Penny Well Lane, and Penshaw Court.
According to county records, only the ESC bond for the Block 4 Road plans (WPO- 2008 - 00106)
has been posted. After the construction plans for Block 4 are approved, you may request a road
bond computation by submitting a Road Bond Request Form and Schedule of Completion with the
request fee. New bond estimates will be needed for Claremont Lane (Road C) and Upland Drive
(Road E) due to the length of time since the previous bond calculation. [14- 404.A, 14 -435]
5. The latest site, ESC, and SWM plans are currently under review. This plat cannot be approved
until the site plan has been signed by the county planner. Additional changes to the plat may be
required based on the review of the Block 4 site plan when all travelway dimensions and drainage
plans are checked.
File: El_fpt_PBC_sub201000081.doc
Memorandum
To:
Megan Yaniglos, Current Development Project Planner
From:
Phil Custer, Current Development engineering review
Date:
21 July 2010
Subject:
SUB - 2010 - 00081: Old Trail Block 4 Final Plat
The final plat for Old Trail Block 4 has been reviewed. The following comments have been provided:
1. The storm drainage easements shown on the plat must not be dedicated to public use. The storm
drainage system under Penshaw Court is a private system. The VDOT drainage taken from the
four inlets in the first 100ft of Upland Drive must not be taken through the site and must continue
on the northern curb line of Upland Drive as approved in the Block 4 Road Plan "0-2008-
00106.
2. A private drainage easement is needed across Lot 18 for the 8" storm line. [Design Manual]
3. This plat cannot be approved until Claremont Drive from Golf Drive to Upland Drive is dedicated
to public use. If the current plat (SUB- 2010 - 00081) will not be providing this dedication, please
provide the Deedbook and Page number for preceding plat which dedicates this ROW. [14- 404.A,
14 -435]
4. This plan cannot be approved until a road, esc, and, if necessary, swm bond is posted for the
following roadways and travelways: Upland Drive from Old Trail Drive to Claremont Drive,
Claremont Drive from Golf Drive to Upland Drive, Penny Well Lane, and Penshaw Court.
According to county records, only the ESC bond for the Block 4 Road plans (WPO- 2008 - 00106)
has been posted. After the construction plans for Block 4 are approved, you may request a road
bond computation by submitting a Road Bond Request Form and Schedule of Completion with the
request fee. New bond estimates will be needed for Claremont Lane (Road C) and Upland Drive
(Road E) due to the length of time since the previous bond calculation. [14- 404.A, 14 -435]
5. The latest site, ESC, and SWM plans are currently under review. This plat cannot be approved
until the site plan has been signed by the county planner. Additional changes to the plat may be
required based on the review of the Block 4 site plan when all travelway dimensions and drainage
plans are checked.
File: El_fpt_PBC_sub201000081.doc