HomeMy WebLinkAboutSUB201800115 Review Comments Road Plan and Comps. 2020-04-15COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Road and Drainage plan review
Project title: Brookhill Block 3A (Ice Rink)
Project file number: SUB201800115
Plan preparer: Bohler Engineering [ryauger@bohlereng.com]
Owner or rep.: Riverbend Management [alan@riverbenddev.com]
Date Received: 29 Jun 2018
Rev. 1 Received:
26 Oct 2018
Rev. 2 Received:
04 Feb 2019
Rev. 3 Received:
12 Nov 2019
Rev. 4 Received:
09 March 2020
Date of comments:
27 Aug 2018
Rev. 1 Comments:
14 Dec 2018
Rev. 2 Comments:
01 April 2019
Rev. 3 Comments:
19 Dec 2019
Rev. 4 Comments:
15 April 2020
Ryan,
We have reviewed the above referenced plans and have the following comments:
Engineering (Emily Cox)
1. WPO Plan must be approved before road plan can be approved. Rev. 1: Comment still valid.
Rev. 2: Comment still valid. WP0201800050 must be approved. Rev. 3: Comment not
addressed. Rev. 4: Comment not addressed. However, it was recently resubmitted.
2. VDOT approval must be obtained before road plan can be approved. Rev. 1: Comment still
valid. Rev. 2: Comment still valid. Rev. 3: Comment not addressed. Rev. 4: Comment not
addressed.
3. Revise title as discussed with the County Engineer. Contact Frank Pohl with any questions. Rev.
1: Comment addressed.
4. Provide a sheet showing overall development with approved plan #'s (WPOs and SUBS, etc) to
clarify areas covered with each plan. Rev. 1: Comment addressed. Overall location map on
sheet C-201 is sufficient.
5. Please clarify on the existing conditions sheet that Stella Lane is not built yet. Show approved
plan number or note with explanation that it is not truly the existing condition as of the time of
this plan. Rev. 1: Comment not addressed. Rev. 2: Comment addressed.
6. A SWM access road and existing residence road are shown. Please clarify how these will be
affected. SWM says to be removed, so will there be new access provided? Rev. 1: Comment not
addressed. Rev. 2: Comment not addressed. Rev. 3: Please provide a note regarding access
during construction. If the driveway access needs to be maintained until the future road is
built, please notate. If is does not need to remain open, comment considered addressed. Rev.
4: Comment addressed.
7. Sheet C-201 has a note regarding topography, however, dashed lines or arrows according to the
Engineering Review Comments
Page 2 of 3
not are not apparent on this sheet. Rev. 1: Comment not addressed. Rev. 2: Comment
addressed.
Storm easements are not shown. A08 to A07 is just one example which needs an easement
because it is taking water from ROW to offsite. Rev. 1: Comment addressed. Easement shown.
Plat is necessary. Rev. 2: When will easement plat be submitted? Rev. 3: Comment
addressed.
9. All velocities in storm pipes must be 15ft/s or lower. A02 to A01 is 17.55 ft/s. Please revise.
Rev. 1: Comment not addressed. Rev. 2: Comment not addressed. Rev. 3: Comment
response said rip -rap was provided, however plan does not show it or a detail. Sheet C-801
shows this A-01 outfalling to another pipe A00, with no rip -rap at that outfall either. If this
is all contained within a pipe, comment considered addressed. Rev. 4: Comment addressed.
10. Ensure correct HGL calculations are shown per VDOT LD-347. Rev. 1: Comment addressed.
Rim elevation explained.
11. Provide sight distance profile for intersection of Road 1B and Stella Lane. Rev. 1: Comment not
addressed. Rev. 2: Comment addressed.
12. Rev. 1: [Sheet C-8031 Please reference the plan # in the note, do not just say separate cover.
Rev. 2: Comment addressed.
Planning (Cameron Langille)
1. See attached letter dated 8/9/18. Rev. 1: Comments pending. Please do not revise and resubmit
until you receive planning comments. Rev. 2: Comments pending. Please do not revise and
resubmit until you receive planning comments Rev. 3: No objection.
2. Rev. 4: Please revise Sheet C-107 so that it only shows the six (6) on -street parking spaces
proposed with this road plan. It currently shows on -street parking spaces that are not
shown on any other drawings.
VDOT (Adam Moore)
1. See attached letter dated 08/16/18. Rev. 1: See attached letter dated 12/11/18. Rev. 2: See
attached letter dated 3/13/19. Rev. 3: See comment letter dated 12/12/19. Rev. 4: See
comment letter dated 4/02/20.
Fire Rescue (Shawn Maddox)
1. Rev. 1: No objections as of 11/29/18.
2. Rev. 4: As long as there is no development along this portion of road the hydrant spacing is
acceptable. If there are to be structures constructed along this portion in the future then
hydrants must be added.
ACSA (Jeremy Lynn Rev. 3: Alexander Morrison)
1. Still under review. ACSA communicating directly with applicant. Rev. 3: Still under review.
Rev. 4: Still under review.
GIS (Elisa Kiewra, Rev. 1 & 2 Andrew Walker Rev. 3&4: Brian Becker)
1. See attached comment letter dated 7/23/18. Rev. 1: No objections as of 11/27/18. Rev. 2: No
objections. Rev. 3: No objection. Rev. 4: No objection.
ARB (Margaret Maliszewski)
1. The cemetery treatment plan required by Proffer 9 has not been received. Please provide
the proposed treatment plan at this time. It is anticipated that the treatment plan contents
Engineering Review Comments
Page 3 of 3
will address, at a minimum: Installation of an appropriately styled fence around the
marker, leaving sufficient space for maintenance; a routine maintenance plan for the
marker, fence and immediate surroundings (lawn care, weeding, trash removal, careful
removal of invasive vegetation, gentle cleaning of headstone, fence repairs, etc.), vandalism
control; and identification of the party responsible for carrying out the work specified by
the cemetery treatment plan. Rev. 4: Comment not addressed.
Engineering plan review staff are available from 2-4 PM on Thursdays, should you require a meeting to
discuss this review.
If you have any questions or concerns, please contact me either by email (ecox@albemarle.org) or by
phone at 434-296-5832 ext. 3565.
Sincerely,
Emily Cox, P.E.
Civil Engineer II