HomeMy WebLinkAboutSDP201900035 Review Comments Major Amendment, Final Site Plan 2019-10-07COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Project:
Plan preparer:
Owner or rep.:
Plan received date:
(Rev. 1)
(Rev. 2)
Date of comments:
(Rev. 1)
(Rev. 2)
Reviewer:
Project Coordinator:
Site Plan review
Stonefield Block G, Major
Herb White, P.E., Pres., WW Associates / 3040 Avemore Square Place
Charlottesville, VA 22911 [ hwhite(&wwassociates.net ]
OCT Stonefield Property Owner, LLC, 230 Royal Palm Way, Suite 200
Palm Beach, FL, 33480 [ odesai@oconnorcp.com ]
3 Jun 2019
6 Aug 2019
16 Sep 2019
14 Jul 2019
22 Aug 2019
7 Oct 2019
John Anderson
Tori Kanellopoulos
SDP2019-00035 —Majority of comments Addressed with Rev. 1. Grayscale =Addressed.
C-1
Recommend revise site plan title to include SDP201900035.
Remove sheets C-7 thru C-10 (ESC-related, VMP Analysis Area). Revise index.
C-5
3. Provide dumpster /dumpster pad, if site requires solid waste disposal. Note: Applicant response: `The
existing dumpster pad at G4 will serve both the existing building and the bank.'
4. Provide concrete pad (section) detail and gate /enclosure details if on -site dumpster proposed.
5. Site constraints present design challenge (18-5.1.60, 18-4.12.15, 18-4.12.17):
a. 4.12.15.d.: Provide 100' sight distance (show sight line) from HC parking space near SE corner of
proposed building in direction of drive-thru /bypass lanes. Proposed design does not provide Min.
100' sight distance. (Rev. 1) Not addressed. Applicant response: `The available sight distance
has been provided for the proposed handicap space. The section referenced appears to only apply
to travel ways and it is unclear how it applies to parking. Please clarify.' As follow-up: Item
discussed with county engineer. 18-4.12.15.d. applies to `access aisles,' as well as `access aisles
around buildings.' Provide stop condition for both drive-thru aisle (on exit) and at pedestrian
crosswalk from 4 parallel parking spaces. Ensure stop sign is located prior to pedestrian crosswalk
markings, is to right of travel path (both for drive-thru, and site access), and is not located in
pavement. It may be necessary to revise /replace a portion of pavement striping east of parallel
parking, and include concrete island, or curb radius east of east -most parallel parking space so that
site access aisle stop sign has refuge located outside of asphalt pavement. (Rev. 2) Addressed.
b. 4.12.17.c.2.(a): Provide 16' bypass width.
c. 4.12.13.b. Revise (assumed) loading space on west side of building so that truck, when reversing,
does not impede site vehicular circulation. Note: Reversing from the loading space is a blind
maneuver with proposed design. (Rev. 1) Withdrawn. Applicant response: `Deliveries will not
Engineering Review Comments
Page 2 of 3
occur during normal/peak operating hours for the bank. This was discussed with Bill Fritz prior to
submittal and was not considered to be an issue.'
d. Label loading space.
e. Eastern -most of four parallel parking spaces on south side of site does not allow a driver to pull
forward parallel with the next (non-existent fifth space) to east to properly position a vehicle prior
to performing reverse maneuver required to park a typical vehicle in a standard 20' parking space.
Larger vehicles (light duty trucks /SUVs) may require even more space. Revise design so that
each parallel space may be utilized, else stripe or remove eastern -most parallel parking space.
f. 18-5.1.60 — Drive-thru window
i. 5.1.60.c.: Engineering defers to Planning whether site zoning (NMD) triggers 50'
minimum separation: drive -through lane to RA, or any planned development district
allowing residential uses. (Rev. 1) Partially addressed. Engineering defers to Planning
on 5.f. comments with drive-thru length component, but is skeptical that drive-thru design
meets ordinance requirements in all respects, especially re. item 5.fv., below (100').
(Rev. 2) Withdrawn. Applicant response: `Per our discussion with Bill Fritz on 9-3-19 it
was determined that this distance is measured from the centerline of the adjacent roadway
and that the drive-thru meets this requirement as shown on the plans. Please refer to
responses to Planning above.' Planning Division (item 1.): `Addressed. Staff determined
that the distance of the drive-thru is measured from the middle of the intersection, not the
edge of the intersection. Therefore, the drive-thru can remain in its originally proposed
location.'
ii. Note: ZMAs for parcel predate 18-5.1.60 (Eff. 3-2-16). Exhibit A, ZMA2001-00007 and
subsequent ZMAs do not appear to propose a use with a drive-thru aisle. This may be a
first proposed drive-thru use on this parcel, or at Stonefield. Engineering defers to
Planning which drive-thru standards apply in this situation, if 18-5.1.60 does not apply.
Ehj!jjE , excerpt/ - bank 1.,eatio , blue efele, image removed with Rev. 2:
iii. 5.1.60.E Revise design to provide a five (5) foot wide raised pedestrian travelway or a
five (5) foot wide pedestrian travelway containing a change in texture and visual markings
between parallel parking along south side of site, and bank building. (Rev. 1) Partially
addressed. As follow-up: Label /identify change in texture of pedestrian travelway; i.e.,
crosswalk should be concrete, brick (pavers), etc. (Rev. 2) Addressed.
iv. 5.1.60.i: Requires entrance to a drive-thru lane be at least fifty (50) feet from any
intersection with a public or private street or travelway without parking. Distance
provided from Stoneridge Ave. is 40' to SW corner of building, or 45' to curb dividing
drive-thru and bypass. It would appear, given loading space, that drive-thru lane begins at
either SW corner of building, or west end of median curb (drive-thru /bypass island).
v. 5.1.60.j: Requires a drive-thru lane be a min. of one hundred (100) feet in length
measured from the center of the first window or service point. Design: distance from EP
Stoneridge Ave. (pvt.) to center of teller window z83 % from SW corner of building to
center of teller window z43'. Revise. (Rev. 1) Not addressed, in Engineering opinion.
A scaled 100' distance from center of teller window falls in the center of the southbound
turn lane (Stoneridge Ave.), for bank customers traveling south, entering the drive-thru.
For customers traveling north, distance from center of NBL to center of teller window is
88'. It is unclear why this is not the reference distance. (Rev. 2) Addressed. Also, 511,
above.
vi. 5.1.60.k: Requires drive-thru lane extend at least twenty (20) feet beyond the drive-thru
window. Revise length drive-thru /bypass median curb to provide min. 20' length.
vii. Once median curb between bypass /drive-thru extended, provide single -unit truck auto
turn figure to show wheel path of bypass /delivery vehicles will not strike any parked or
fixed object. Re£ image, below. (VDOT Road Design Manual, Appx. Bl, p. B(1)-5)
(Rev. 1) Partially addressed. Applicant response: `Please refer to the exhibit provided
Engineering Review Comments
Page 3 of 3
with this letter.' As follow-up: Exhibit may have become separated. Please send .PDF of
exhibit to Engineering reviewer. (Rev. 2) Addressed. Exhibit sent via email 8/29/2019
2:38 PM. Auto -turn exhibit in CV.
6. Vehicles approaching bank /drive-thru entrance from north on Stoneridge Ave. require sign indicating
Bank patrons: if parking, keep right; teller traffic, keep left.' Or clear message, else traffic movement
interior and exterior to the site may be disrupted.
7. Label sidewalk material.
8. Provide pavement crosswalk markings (two parallel 6" wide white markings) from CG-12 ramp to bank,
near loading space near west edge of site.
9. Ensure ramp from loading space pavement elevation to bank door meets USBC max. grade std.; defer to
building inspections.
C-6
10. At two locations, east and west of bank, proposed final asphalt grade shows 470' contours that require spot
elevations to ensure positive drainage to storm inlet /conveyance. Provide spot elevations to ensure positive
drainage, without nuisance ponding at any location.
11. Remove sheets C-7, C-8, C-9, C-10. Revise plan index.
12. Transfer C-10 Stormwater Narrative to a plan sheet that remains.
13. Although SWM quantity and quality requirements are met, submit a separate VSMP /WPO plan for this
development. Site plans may not include ESC, SWM details. Ref. Final Site Plan review checklist, p. 1,
Overall Content, item 3. (Rev. 1) Comment persists. Applicant response: `A separate VSMP submittal
has been provided as requested.' As follow-up: For the moment at least, a WPO Application for C&F Bank
Stonefield Block "G" is not listed (not logged) in the county plan review system (CV). (Rev. 2)
Withdrawn. Review error: VSMP /WPO Application submitted 5/22/19; Engineering review status: `No
objection,' 9/18/19.
14. With separate VSMP /WPO Application, include sheets from SDP201900035, any sheets from prior -
approved WPO plans, index, vicinity map, narrative (ESC /SWM), and LOD =0.45 Ac. Provide SWPPP.
(Rev. 1) Comment persists. See item 13., above. (Rev. 2) Addressed. Ref. previous item, 13,
15. List (C-10) reference WPO plan numbers on sheet C-1 of this Site Plan.
C-11
16. Label drainage structures on this plan sheet.
17. Ensure inlet /outlet invert elevation difference > 0.10' at Str. 237.
18. Label Inlet Str. 230. Confirm 9.36' T (spread) is not excessive and does not pose risk. (Rev. 1)
Withdrawn. Applicant response: `Inlet Str. 230 has been labeled as requested. The ponding in this area
does not pose a risk as no parking is provided within this area. Please note that this is an existing inlet and
the calculation is provided for reference purposes.' Note: Str. 230 is located off -site in SE corner of
parking lot serving restaurant /shops to the N, and NE.
C-12
19. Provide IS-1 detail (inlet shaping)
20. Provide doghouse detail that shows a cast or poured concrete bottom in this structure.
21. New: C6 /other sheets: Reverse NBL pavement marking arrow, Stoneridge Ave.
Please feel free to call if any questions: 434.296-5832 -x3069
Thank you
SDP2019-00035 Stonefield Block G Maj 100719rev2