HomeMy WebLinkAboutSDP200800102 Review Comments Final Site Plan and Comps. 2008-09-22� OF AL
,. vIRGI1`IZP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project:
SDP - 2008 -00102 & WPO- 2008 - 00051, Mt. Calvary Baptist Church
Plan preparer:
Dex Sanders []
Owner or rep.:
Mt. Calvary Baptist Church
Plan received date:
May 13, 2008
(Rev. 1):
Aug. 25, 2008
Date of comments:
June 27, 2008
(Rev. 1):
September 22, 2008
Reviewer:
Andrew Lowe
(Rev. 1):
John Diez
The final site plan for Mount Calvary Baptist Church, resubmitted on 8/25/08, has been reviewed.
The plans cannot be approved as submitted and will require the following changes /corrections
prior to final approval. Engineering is available from 2 -4 PM on Thursdays to discuss these
review comments. Please call John Diez at 434 - 296 -5832 ext. 3025 or email jdiez @albemarle.orc
to schedule an appointment.
A. Final Site Plan (SDP- 2008 - 00102)
1. VDOT final approval is needed before engineering can recommend final approval.
(Rev. 1) Comment has not been addressed
2. Please provide an entrance profile.
(Rev. 1) Comment has been addressed
3. Provide sight distance triangle.
(Rev. 1) Comment has been addressed
4. Provide specific detail and dimensions (outside footer to inside guardrail) for the retaining wall
and guardrail at the parking spaces. It may not meet minimum requirements for parking overhang
of 2 feet. [18- 4.12.6.C.6]
(Rev. 1) Comment has not been addressed. The parking space on the northeast corner of the
southernmost parking area of the property is 4" short of the required 18' depth. However,
Engineering and the Zoning Administrator have granted a waiver of the depth requirement for
this space only. Other parking spaces show the face of the bumper blocks at 15.5' from the end
of the parking space, this distance needs to be 16' min. [4.12.161 [4.12.2.c.21
5. Show guardrail at the upper parking lot near the building.
(Rev. 1) Comment has been addressed
6. Clarify the location where the wall begins and ends. It does not appear to end at the location
shown.
(Rev. 1) Comment has been addressed
Engineering Review Comments
Page 2 of 2
7. Provide temporary grading easements on parcels 58A1 -17, 58A1 -23 & 58A1 -24.
(Rev. 1) Comment has not been addressed — easement has been provided by TMP's 58 -38,
58A1 -17, 58A1 -18, and 58A1 -22, however, easements are also needed from 58A1 -23 and 58A1-
24.
Show curb throughout the parking and travelways.
(Rev. 1) Comment been addressed. A waiver of the requirements of 18- 4.12.15.g was granted
wl SP200600006.
9. Provide stormwater pipes details and profiles.
(Rev. 1) Comment has been addressed
10. All parking rows must be protected by minimum 3' curbed island. [18 -4.12]
(Rev. 1) Comment has been addressed
11. There appears to be slopes steeper than 2:1 at the culvert crossing Morgantown Road. Please show
a blow -up detail with additional topography in this area including the grading for the new ditch.
(Rev. 1) Applicant has proposed rip -rap lining on this slope. This is in VDOT ROW and will
require VDOT approval.
12. Additional comments may be forthcoming during next review due to revisions.
(Rev. 1) Remove the proposed stormwater sewer from the existing site plan on Sh. CI-0-1
B. Erosion and Sediment Control Plan: WPO- 2008 -00051
_ _ -__.- r_- . __- _ __ , :rsion dike from ti., _.__________ ___r along the east boundary line to direct flow
the rest of the site.
(Rev. 1) Comment has been addressed
2. Provide details for all ESC practices per Virginia Erosion and Sediment Control Handbook.
(Rev. 1) Comment has been addressed
C. Stormwater Management Plan: WPO- 2008 -00051
3. Please provide manufacturer's approval letter for the Filterra units.
(Rev. 1) Comment has been addressed
4. Please provide manufacturer's approval letter for the Raintanks.
(Rev. 1) Comment has been addressed
5. Provide Minimum Standard 19 Adequate Channel information for the concentration of stormwater
from structure #1.
(Rev. 1) Comment has been addressed.
6. For drainage area #2 show the grading work necessary for the level spreader installation and
provide detail with comps. The slope from the level spreader must be 10% and adequately
stabilized with grass to prevent erosion.
(Rev. 1) Comment has been addressed.
File: E2_fsp _ esc_SWM_JPD_Wpo- 2008 -00051 Mt Calvary Baptist Church.doc