HomeMy WebLinkAboutSDP201900063 Review Comments Final Site Plan and Comps. 2019-11-26COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Site Plan Review
Project title:
Pantops Corner Self Storage — Final Site Plan (FSP)
Project file number:
SDP201900063
Plan preparer:
Justin Shimp, Shimp Engineering, 912 E. High Street
Charlottesville, VA 22902 f iustin(a,shimp-engineering com]
Owner or Rep:
Pantops Corner LC, 12704 Crimson Court, Suite 101, Henrico,VA 23233
Applicant:
Landstriker LLC, 250 W. Main St. Suite 201, Charlottesville, VA 22902
Plan received date:
6 Nov 2019
Date of comments:
26 Nov 2019
Plan Coordinator:
Andy Reitelbach
Reviewer:
John Anderson
SDP201900063 — Engineering Initial Site Plan review comments, below. New FSP review comments begin
with item 34.
ISP201900008, items L-33.: If grayscale, ISP comment addressed, NA, or withdrawn with FSP submittal.
If normal text, ISP comment persists as a Final Site Plan (FSP) comment.
Sheet 1 (Title Sheet)
1. Include ref. to WP0201800088 plan title (VSMP Major Amendment Plan for Pantops Corner), and
narrative explaining this ISP's reliance on this plan for meeting state stormwater quality and quantity
regulations. (FSP) Persists.
2. Include ref. to SUB201900024 plan title (Road Plan for Pantops Corner) and narrative explaining this
ISP's reliance on this plan for design details for a private road offering public access between U.S. Rt. 250
(Richmond Road) and SR 20 (Stoney Point Road), required by ZMA 2013-00002 Interconnectivity proffer
(# 1). (FSP) Persists.
3. Label "Road A" on this plan set (ref. Interconnectivity proffer). (FSP) Withdrawn.
4. Final site plan approval requires SUB201900024 approval, and that this p.i-,,at, read be built of beaded
between U.S. 250 and SR20 (FSP) Road Plan approved 9/6/19. Note: Road Plan does not require bond.
5. Final site plan approval requires WP0201800088 approval. (FSP) WPO Plan approved 7/23/19.
6. In addition, all three plans, SDP201900008, SUB241900024, WP0201800088 must be consistent with one
another. If design values change, for example, drainage on the road plan or impervious area (land use
schedule) on the site plan, plans should be updated since storm runoff from three separately developed sites
(Wawa, hotel, self -storage) are to be covered under WP0201800088, and since SDP201800089 (Pantops
Corner hotel), SDP201900008 (self -storage), and SDP201900013 (Wawa at Pantops) rely on /require road
plan design be approved with SUB201900024 (Road Plan for Pantops Corner). (FSP) Persists. Comment
remains as reminder to ensure consistency across plans. No revision required; urge care when revising. It
is our understanding an overall plan (.DWG) helps ensure consistency, that change to design updates
related /affected plans.
7. Revise Flood Zone notation to ref. FEMA Flood Insurance Rate Map, eff. date of 5/16/1 (FSP)
Withdrawn.
Engineering Review Comments
Page 2 of 3
Note: A CO for Pantops Corner Self -Storage will not be issued until Rt. 20 widening is complete. Design
for this widening should be shown on Road Plans for Pantops Corner. To reiterate, Road plan approval is
prerequisite for final site plan approval for Pantops Corner Self -Storage. Ref. ZMA 2013-00002, Proffer 3.
(FSP) Withdrawn.
Steep Slopes: label preserved and managed steep slopes on C3 and C4. A note on the title sheet is
insufficient. (FSP) Persists. As follow-up: Label managed steep slopes on sheet C3, and show and label
managed steep slopes on the Grading Plan (C6).
Sheet 2
10. This sheet is confusing. If submitted as an exhibit, please re -title this sheet. Boundary Line Adjustments
require separate application, file number assignment, and review and approval. Engineering reserves right
to comment on a BLA application, once application plat is received. (FSP) NA.
11. Long dash -box line -type is not defined. Provide legend and include this line -type. If feature designated by
this line -type has no bearing on boundary line adjustment, please remove. (FSP) NA.
Sheet3
12. Label features; for example: relic sediment basin, active sediment basin (with Ref. to WPO#), existing or
relic temporary construction access. (FSP) NA.
13. Label managed and preserved steep slopes. (FSP) Persists. Asfollow-up: Label managed steep slopes on
sheet C3, and show and label managed steep slopes on the Grading Plan (C6).
14. Boundary of (existing conditions) TMP #78-5E does not match county real estate records. Show existing
boundaries. If boundaries are to be revised, pursue revision via normal BLA process. (FSP) NA.
15. Sheet 4: Unless a salient feature, recommend remove long dash -box line -type. Also, item 11, above. (FSP)
NA.
Sheet 5 (Site Plan):
16. With ISP, label all parking lot internal radii.
17. Provide CG-12 on south side of site entrance. (FSP) Persists. Asfollow-up: Review /revise detectable
surface /ramp configuration on south side of site entrance to align with detectable surface /ramp on north
side. Angling ramp and detectable surface into Pantops Corner Way is unacceptable. Align with
(crosswalk) direction of pedestrian travel.
18. Provide receiving CG-12 ramp on north side of entrance.
19. Provide pedestrian crosswalk striping at entrance. Provide striping detail. (FSP) NA. Request for striping
detail withdrawn.
20. With FSP, label entrance with VDOT designation (CG-9a, for example). (FSP) Persists.
21. For FSP, compare design with Final Site Plan checklist, available on county website.
22. For FSP, compare design with Drainage Plan checklist, and provide complete drainage design.
23. For FSP, provide structural retaining wall design, not generic manufacturer's design; ref. Final Site Plan
checklist, page 11, Grading, Retaining Wall Plans checklist. RW checklist attached.
24. For ISP, provide Landscape Schedule [18-32.5.2.p.]. Ensure proposed plantings in the —2.5' space between
base of 10' high retaining wall and adjacent parcel to the west work, and are anticipated to thrive. (FSP)
Withdrawn. Engineering defers to Planning on landscaping.
25. Check proposed contours between contour (labeled) 90 and south end of 10' retaining wall. Proposed
contours may be missing.
26. Provide retaining wall easement. (FSP) Withdrawn.
27. Acquire temporary construction easement, if needed, to construct proposed retaining wall. (FSP)
Withdrawn.
28. With FSP, provide refined contours on south side of proposed self storage building. Provide flow lines to
indicate path of surface runoff. (FSP) Partially addressed. As follow-up: see item 35, below.
29. Show and connect roof leader lines with storm conveyance system.
Engineering Review Comments
Page 3 of 3
30. Prepare a private road maintenance agreement between Wawa, Pantops Corner hotel, and self -storage
development for Planning Division review. (FSP) NA. Engineering defers to Planning.
31. With FSP, provide necessary typical civil details.
32. Please consider Sec. 18-32.6.2., Contents of a Final Site Plan, for design elements, calculations, etcetera.
33. Notes:
a. An approved VSMP Plan Amendment is required prior to Final Site Plan approval. (FSP) WPO
Plan approved 7/23/19.
b. Please consider attached Final Site Plan, Drainage, and Retaining Wall plan checklists as aids to
design. Checklists guide review.
ADMIONAL Final Site Plan comments:
34. C2 — There appears slight line break in NE corner of TMP 78-5F. Please revise as needed.
35. C6 — Remove 7' parking easement linework.
36. C5 — Label sidewalk width fronting Pantops Corner Way.
37. Include VDOT Mill -pave detail showing mill /pave work to center of Pantops Corner Way. Alternatively,
amend SUB201900024 by letter and full-size print plan sheet/s showing commercial entrance for Pantops
Corner Self -Storage built with the Road Plan (with Pantops Corner Way). This would require Road Plan
(Amendment) Application, fee, and Planning /VDOT /Engineering review. Albemarle has no preference,
but given stage of road construction, in appears a reasonable alternative to construct curb /gutter and self -
storage entrance with SUB201900024, rather than build curb/gutter, place surface asphalt, then demolish
these sections, including asphalt to road centerline, in order to effect continuous asphalt (at self -storage)
entrance. Road pavement will perform better if Pantops Corner Self -Storage entrance is constructed with
Pantops Corner Way. Albemarle will insist on mill -pave to centerline of Pantops Corner Way, consistent
with VDOT std. /specifications, if entrance requires demolition of asphalt surface pavement at curb line.
Please feel free to call if any questions. Thank you
J. Anderson 434.296-5832 -0069
SDP201900063 Pantops Corner Self -Storage FSP 112619