HomeMy WebLinkAboutSDP201400010 Review Comments Final Site Plan and Comps. 2014-02-27i"
,. `IRGINZP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project: Final Site Plan for Rolkin Road Retail Center - SDP201400010
Plan preparer: Bohler Engineering [dhines @bohlereng.com]
Owner or rep.: PANTOPS OFFICE BUILDING LLC
Plan received date: 05 February 2014
Date of comments: 26 February 2014
Reviewer: Max Greene
The Final Site Plan (SDP201400010) submitted 05 February 2014 has received
Engineering Review and do not appear to meet Albemarle County minimum checklist
items for approval. The following list of deficiencies will be adequately addressed prior
to final approval of the site plan:
A) Road and drainage plans (SDP201400010)
1) Retaining wall design will be site specific. Generic wall designs are no longer accepted.
a) Geo -grid may extend 20' or more into site and may be under the load bearing
portion of the buildings soil foundation.
b) Wall construction inspections will be required and as -built records may be
requested prior to final Certificate of Occupancy.
C) Retaining wall appears to be only about 18" wide from face of footing to back on
top of wall as scaled on plan view. Is this the actual dimension once the wall is
installed? Please be sure retaining wall and guard rail will not cause the pavement
width to narrow during construction.
2) Please show pavement stripping with dimensions for access isles on the site plan.
Angled parking requires 16' minimum travel isle and drive thru lane will be 12'
minimum width. Both do not appear adequately addressed at this time.
3) Please add a note to the planting plan "Sight easements will be maintained at all times.
Limbing of trees and shrubs may be required for vehicular safety."
4) Albemarle County has a 3' minimum width for parking islands. One parking island is
labeled 2.8' and needs to be widened to the minimum 3' width. The 3' width is the
minimum for car door swing and safe entry into vehicle.
5) Please show safety slabs for manhole structures over 12' in depth.
6) Please show inlet shaping for the bottoms of manhole structures to prevent erosive forces
from corroding structure and to prevent the pounding of waters that may harbor
mosquitoes.
7) Please show benchmark location, elevation and datum for topography. An existing utility
or other known position will suffice.
Engineering Review Comments
Page 2 of 2
B) Stormwater Management and Mitigation Plan
1) Stormwater Management appears to have been adequately addressed with the
DMV Final Site plan #1999 -127 and is currently being converted to SWM
facility.
C) Erosion Control Plan
1) Erosion and Sediment Control Plan with application and fee will be submitted for
review and approval. Existing early grading permit for stock pile area will be
replaced with new WPO plan for Final Site Plan.
http:// www .albemarle.org/upload/images/ forms_ center /departments /Community Developme
nt/forms/En ineeringandWPOForms /PlanReview-
_Application Stormwater _Management -BMP Plan.pdf
Once these comments have been addressed, please submit 2 copies of the revised plans,
calculations, and narratives to Current Development Engineering along with the required review
fee and transmittal form.
Current Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these
review comments. Please contact Max Greene at 434 - 296 -5832 ext. 3283 or email
mjzreene @albemarle.org to schedule an appointment.
File: CDDEl_sdp_MRG_Rolldn Road Retail Center.doc