HomeMy WebLinkAboutSDP201800011 Correspondence 2018-07-31 COUNTY OF ALBEMARLE
Department of Community Development
SUBMITTAL SHEET
This form must be returned with any revisions or drop-offs to ensure proper tracking and
distribution. If you need to submit additional information, please explain at the bottom of this
form. All plans must be collated and folded to fit into legal size files, in order to be accepted
for submittal.
TO: CA rT.3 c'_re2 DATE: 074 !d
PROJECT NAME: ...a, Ai" LL LJ6,..z L
Submittal Type Requiring Revisions County Project Number #Copies
Boundary Line Adjustment
Easement Plat
Family Division
Preliminary Plat
Final Plat
Special Lot
Rural Subdivision
VSMP Plan
VESCP Plan
Initial Site Plan
Final Site Plan
Major Amendment to Site Plan
Minor Amendment to Site Plan .5 p zo1g eto// 1-
Architectural Review Board
Other
Additional Information:
10/22/15
• MERIDIAN
Pi ANNING GROUP, LLC
Engineering• Surveying• Planning
440 Premier Circle,Suite 200
Charlottesville,VA 22901
Phone 434 882 0121
July 30, 2018 www mendianwbe corn
Chris Perez
Senoir Planner
County of Albemarle
401 McIntire Road
Charlottesville,VA 22902
RE: SDP201800011 Covenant Church-Final Site Plan
Dear;
1111111.11.1.11111.
1. [32.7.1.3(b)] Prior to site plan approval provide a signed agreement from the property owner of the
adjacent property,Norfolk Southern Railroad,that off-site work and improvements are permitted on
heir property.Provide offsite easement to permit this improvement to locate on the adjacent lot
Refer to C-101,revised limits of disturbance to stay inside the property,existing pipe outside of
property shall be abandoned but not removed.
2 [Comment] Depict and label where the two(2)Bradford Pear trees are being relocated now that the
new stormwater management basin is being installed in the landscape island Also,depict and label
where the three(3)Bradford Pear trees are being relocated now that the eight(8)spaces next to the
basin are closer to the adjacent property line.
Refer to C-101 for existing locations of trees and shrubs,Refer to C-301 for the location of
relocated trees.
3 [Comment] On the cover sheet provide the following"SDP2018-I l Minor Amendment"
Refer to C-100 for revised site plan numbers.
4. [Comment] Revise typographical error in site data SDP2013-21 is truly a Minor Amendment,not a
Major Amendment.
Refer to C-100 for revised site plan numbers.
Engineering—John Anderson
Page 1
Sheet 1
1. Provide Existing and Proposed impervious Area
Refer to C-100 for Land Use Table.
Sheet 2
1 Check/revise scale as necessary
Refer to C-101 for revised scale.
2. Existing sanitary manhole shown; locate and show Ex sanitary lines
Refer to C-101 for existing storm lines.
Sheet 3
3 Check/revise scale as necessary
Refer to C-201 for revised scale.
4. Provide STOP and YIELD signs to define and control traffic movement
Refer to C-201 for location of traffic sign locations.
Sheet 4
5. Check/revise scale as necessary.
Refer to C-301 for revised scale.
6 Travelway:
a. Provide storm inlets/conveyance pipe channel design;review vertical fall across
site(22');provide computations that indicate Q2 runoff spread within travelways
is less than 8'. Note. Since travelway extends more than 100' without parking
spaces,private road standards apply,ref ACDSM 7.C.1.b.
Refer to C-402 for all storm sewer calculations.
b. Provide storm drain grate/drop inlet(type/length)and pipe(DIA,type, length,
slope,Q,o capacity,etc)tables
Refer to C-402 for all storm sewer calculations.
c. Provide plan/profile for storm system inlets and pipes.
Refer to C-402 for all storm sewer calculations.
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d. Carefully consider storm runoff in pedestrian/passenger drop-off areas during
design storm events
Refer to C-301 structures 1 and 2 added.
e. Provide spot elevations to ensure smooth transitions where travelways intersect,
and to ensure positive drainage and capture at storm grates or inlets
Refer to C-301 for spot elevations intersections.
f. Label storm pipe length,diameter,slope,and material in plan view.
Refer to C-301 for diameter and material information, refer to 3/C-402 for
length,diameter,slope and material information.
g. Clearly show and label storm inlets in plan view
Refer to C-301 for structure labels.
7. Provide Note with WPO Plan Number(than accompanies Minor Amendment) Submit
WPO Application, if no WPO has been submitted.
WPO application shall be included upon final submittal.
8 Ensure design meets quality and quantity criteria listed at 9VAC25-870-65 and 9VAC25-
870-66,respectively
Will be provided on WPO plans.
9 Ensure playground equipment,once reinstalled,maintains at least 2' horizontal offset from
15"HDPE pipe,to avoid HDPE pipe penetration
N/A
10. Specify RCP beneath parking lot and travelways,or ensure adequate cover(Albemarle
recommends RCP). Ref.VDOT standards and specifications.
N/A
11. Provide profile for new 15" HDPE @ 3 0%. Provide details sufficient for installation and
inspection.
N/A
Page 3
12. At parking lot SE of 20,600 SF building,provide 478' contour line.
N/A
Sheet 5
13. Re.Albemarle County Engineering General Construction Notes,#3: Provide reference#
for Approved ESC Plan(WPO20XX-XXXXX)
Approved ESC plan number shall be included upon final submittal.
14. Revise General Construction Note#4 to read Maximum Allowable slope is 3:1 (see
ACDSM 8.A.2.)
Refer to C-401 for revised general construction notes.
15. Revise General Construction Note#6 to read Albemarle County Engineer
(not Director of Engineering)
Refer to C-401 for revised general construction notes.
16. Provide Details for:
a Trench cut pavement repair(ref.VDOT;ensure pavement repair is wider than
N/A
b trench with seams offset,else work may quickly degrade).
N/A
c. Storm pipe bedding detail,per VDOT spec
Refer to 401 for pipe bedding detail.
d. Retaining Wall(Typ.). Recommend show entire wall profile,as sheets 3 and 4 do
not provide adequate detail.
Refer to 1/C-402 for wall A detail. Retaining walls B and C are only 2' tall so
profiles are not required.
ACSA—Richard Nelson
• Show existing RWSA and ACSA water lines
Refer to C-201 for existing water lines.
Page 4
• Provide profile view for ACSA 6-inch water line
Refer to C-401 for water line profile.
• Confirm if the existing FHA/meter vault will need to be adjusted to grade. If yes, 3 copies of the plans will
need to be submitted to ACSA for water review.
Refer to C-401 for water line profile.
RWSA—Victoria Fort,P.E.
Please show and label the RWSA 18"water main(parallel with Rio Road)on all relevant plan sheets in the set in
your next submission. Record drawings from the VDOT 2009 Rio Road Railroad Bridge Project are attached
showing the approximate location of the RWSA water main RWSA would also like to review a complete set when
plans are resubmitted to confirm there will be no impacts to the RWSA water main from the proposed site work,
grading, landscaping,etc.
Refer to C-201 for location of existing water main.
CDD Inspections—Michael Dellinger
1. RDP to review with plan reviewer, firewall or sprinkler system may be required since combining
buildings.
Building addition was approved on previous SPA,it is currently under construction.
Fire Rescue—Shawn Maddox
1. If the building ends up requiring a sprinkler system, the FDC must be shown on the plans and it
must be located within 100' of a hydrant.
Building addition was approved on previous SPA,it is currently under construction.
2. Any overhangs that impact a travel way must be 13'-6"of clear height
Building addition was approved on previous SPA,it is currently under construction.
3. All travel ways shall be a minimum of 20' unobstructed travel width. If the building exceeds 30'
in height the unobstructed clear width must be increased to 26' on at least one contiguous side of
the structure to allow for aerial fire apparatus access.
Building addition was approved on previous SPA,it is currently under construction.
Page 5
Please let me know if you need additional information.
Sincerely,
Timothy Miller, P.E., L.S.
Principal
L.r"'Ct 13V30
Page 6