HomeMy WebLinkAboutSDP201300004 Review Comments Initial Site Plan 2013-03-04i"
,. `IRGINZP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project:
Plan preparer:
Owner or rep.:
Plan received date:
Date of comments:
Reviewer:
Review coordinator:
Ivy Creek Methodist - Initial
Terra Engineering
Ivy Creek Methodist Church
31 January 2013
4 March 2013
Michael Koslow
JT Newberry
SDP201300004
[tel 540- 337 -4591]
[tel 434- 973 -4793]
The first initial site plan and comps submittal (SDP201300004) submitted 22 January 2013 has
received Engineering Review and does not appear to meet Albemarle County minimum checklist
items for approval. This review does not include a review of Erosion & Sediment Control or
Stormwater Management. Please adequately address the following comments for initial site plan
approval:
A. Existing Conditions Information
1) Please label all existing pipes and drainage structures with a unique number for
reference.
2) Please include the date for field verification of the topographic information. All
topography should be at least visually field verified by the designer with the last year.
3) Please include a benchmark location and elevation for reference. An existing
utility or other known position will suffice.
4) Please identify existing easement for existing utilities including overhead electric
lines and underground gas main shown on sheet C2.0 by deed book and page number.
B. Proposed Plan View Information
1) Please label maximum height of proposed timber retaining wall shown on sheet
C3.0.
2) Please label all proposed pipes and drainage structures (including slotted drain
pipe) with a unique number for reference.
3) Please include proposed easements for:
a) Apparent temporary grading for biofilter outlet shown on sheet C3.0.
b) Stormwater management easements for biofilter and infiltration trench
shown on sheet C3.0.
Engineering Review Comments
Page 2 of 3
C) Sight distance easement for west approach to entrance shown on sheet
C3.0
4) Please provide a detail or material type for Curb Islands proposed on sheet C3.0.
5) Please identify width of proposed sidewalk on sheet C3.0. Sidewalk adjacent to
parking areas must be a minimum of 6' wide.
6) Please confirm limits of paving for proposed entrance on sheet C3.0.
7) Enclosed drainage must be in 15" minimum diameter pipes with manholes at
junctions for maintenance. It appears there is a redundant drainage conveyance with
proposed 6" HDPE pipe running parallel to proposed infiltration trench. Conveyance of
roof drainage across proposed access road could be achieved with a slotted vane drain
pipe or trench drain.
8) Please label all proposed pipes and drainage structures with unique numbers for
reference.
Please adequately address the following comments for final site plan approval:
C. Application Information
1) Owner is required to provide a completed copy of the standard stormwater
maintenance agreement and fee for recordation for any stormwater management
facilities.
2) Prior to final site plan approval, a separate set of Water Protection Ordinance
plans must be approved including: stormwater management plan and erosion and
sediment control plan.
3) Prior to final site plan approval:
water protection ordinance — erosion and sediment control and stormwater
management and
water and sewer
bonds must be calculated by the county (water and sewer bonds are calculated by
ACSA) and paid by owner after receipt of a Bond Request Form from owner.
D. Title Information
1) Each sheet of final site plan will require a professional engineer's signature and
date.
E. Plan Detail Information
1) Please provide proposed traffic volume or calculations for pavement section
thicknesses for the proposed entrance pavement section on sheet C4.0.
Engineering Review Comments
Page 3 of 3
2) Please include county general construction notes from Design Standards Manual.
3) Please provide detail for bedding material proposed for proposed infiltration
trench if needed (see also comment B7).
F. Drainage Profiles
1) Please include drainage profiles for all proposed pipes and ditches.
G. Drainage Computations
1) Please include drainage computations.
Community Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review
comments. Please contact Michael Koslow at 434 - 296 -5832 ext. 3297 or email mkoslow @albemarle.ora
to schedule an appointment.