HomeMy WebLinkAboutSDP202000024 Review Comments Final Site Plan and Comps. 2020-06-25County of Albemarle
Department of Community Development
Memorandum
To:
Herb White, WW Associates
From:
Tori Kanellopoulos — Senior Planner
Division:
Planning Services
Date:
June 25, 2020
REV 1: Final Site Plan dated 05-21-20
Subject: SDP2020000024 — Stonefield Block D-1 — Final Site Plan
The Planner for the Planning Services Division of the Albemarle County Department
Community Development will recommend approval of the plan referred to above when
the following items have been satisfactorily addressed. (The following comments are
those that have been identified at this time. Additional comments or conditions may be
added or eliminated based on further review.) [Each comment is preceded by the
applicable reference to the Albemarle County Code.]
Planning (Tori Kanellopoulos)
ZMA2001-7 and ZMA2013-9 Code of Development Uses. Provide the specific
use proposed per the COD, and ensure it is a permitted commercial use.
a. REV 1: Can be addressed with future zoning clearance. Ensure that any
commercial or retail use proposed for the space is included as a permitted
use in the Code of Development for Stonefield (ZMA200100007; most
recently amended per ZMA201300009)
2. 18-4.11.4 Easement conflicts. It appears there may be easement conflicts with
the existing gas easement and existing power easement. Contact Charlottesville
Gas and Dominion Power directly to ensure building is not conflicting with
easements. Attached is additional guidance for Dominion Power easements.
a. REV 1: Buildinq is no longer within Dominion Power easemen,
b. REV 1: Note that Dominion Power may require an easement around the
relocated transformer. Ensure coordination with Dominion. DB 4160 PG
199 indicates that the transformer is property of Dominion.
c. REV 1: Provide a letter from the gas line easement holder (signed)
indicating their approval of the improvements shown within the easement.
3. 18-4.7/18-4.16/Stor, _ .eld Code of L, - alopment Green/civic%pen space:
a. The green/civic spaces should be labeled on one of the plan sheets, such
as the layout plan.
i. REV 1: Addressed.
4. 18-4.12.6 Minimum parking spaces: See letter from Zoning attached, dated April
21, 2020.
a. REV 1: Addressed. See minor recommended changes from Zoning.
5. 18-4.12.9 Street parking: It appears there may be street parking included with
this development, along Inglewood adjacent to the proposed building. If spaces
are being removed, indicate that on the demolition sheet.
a. REV 1: Addressed.
6. 18-4.12.13 Loading spaces. Indicate how the following requirement is being met:
Loading spaces shall be provided in addition to and exclusive of any parking
requirement on the basis of.(1) one space for the first 8, 000 square feet of
retail gross leasable area.
a. REV 1: Addressed
7. 18-4.17 Lighting: Submit a lighting plan with the final site plan that meets the
requirements of 18-4.17 and ARB requirements. Indicate if there are any new
lights added. Cutsheets for new lights are required. i he lighting plan must also
be included with the final site plan submittal, not just the ARB submittal, as it is a
Zoning Ordinance requirement.
a. REV 1: Show additional foot candle measurements along Inglewood
Drive, closer to the existing townhouses. Ensure that spillover adjacent to
the townhouses is 0.5 foot candles or less.
b. REV 1: Clarify which lights are existing and which are new.
8. 18-32.5.2 Contents of an initial site plan and 18-32.6.2 Contents of a final site
plan:
Full curb on entrance to parking garage on IngleNA ood does rnt nopear to
be shown.
a. REV 1: Addressed.
b. Note that the ownership information, boundary lines, DB/PG, and Tax Map
Parcel may need to be updated, based on the status of SUB201900150
and if this parcel is subdivided. i hib Plai ryas i1ui YeL U6UH suUrr iLLe'U io We
a. REV 1: SUB201900150 is under review, revised as both a
subdivision plat and easement plat. Ensure ownership information
on the final site plan matches after SUB201900150 is approved and
recorded.
c. Include a note with the approximate number of each type of unit (e.g. X 1-
bedrooms, Y 2-bedrooms, and Z 3-bedrooms).
a. REV 1: Addressed.
d. Include the site plan number SDP202000024 on Sheet 1.
a. REV 1: Addressed.
e. Include the signed/approved resolution for the Special Exception approved
by the Board of Supervisors on February 5, 2020. Ensure the conditions
are being met. The resolution is attached for reference.
a. REV 1: Partially addressed. Show how Condition 3(b) is being
met. This should show elevations/stories of each side of the
building, to ensure this requirement is being met.
f. Advisory: Note that retaining walls require building permits. Coordinate
with Building Inspections.
a. REV 1: A- comment will be addressed with building permit.
9. 18-32.6.2/18-32.7.4.2/18-32.7.5.3 Easements:
a. All new and revised easements must be shown on an easement plat,
which must be approved prior to final site plan approval. Updated
covenants/maintenance documentation must also be provided.
a. REV 1: Show and label all existing easements, including ACSA
easements.
b. REV 1: Previous application SUB201900150 has been resubmitted
as an easement plat and subdivision plat. Review comments on the
plat will be sent separately. Once recorded, include DB/PG for all
new and revised easements on the final site plan.
i. Ensure all new and revised easements are shown. For
example, the new SWM easement around the filterra is not
shown or labeled.
ii. There appear to be other discrepancies between the site
plan and plat as well. For example, the plan shows the
access easement of District Avenue being adjusted, while
the plat shows the access easements of Inglewood and
Bond being adjusted. Ensure both submittals match.
b. Include reference to DB 4_,�7 PG 302 for the Hydraulic ROW, a- this
appears to be the most recent VDOT ROW dedication.
a. REV 1: Addressed.
c. An easement for the Stonefield marquis sign should be provided, if the
parcel per SUB2019-150 for Block D-1 is ultimately subdivided, as the
sign would then be off -site.
a. REV 1: Being addressed with easement plat.
10.18-32.5.5/18-32.6.3/18-32.7.3 Parking structures:
a. McIuue Mid iWuMily rettuHrea irflurrfladerr: The application for an initial
site plan shall include architectural elevations, drawings, photographs or
other visual materials showing any parking structure proposed on the site
and surrounding structures and land uses.
r-lrlp " - Addressed
b. Include a note that the 18-32.7.3 requirements are met: mechanical
equipment is screened/not visible; air handler emissions are away from
adjacent residential uses; and the structured parking is designed so that
light is not shining outside the structure.
a. REV 1: Partially addressed. Requirement 32.7.3(a) requires that
mechanical equipment be screened from public view, not just the
Entrance Corridor. Revise Note 3 on Sheet 1 to meet this
requirement: Mechanical equipment or other utility hardware on
the roof, ground, or building shall be screened from public view to
the reasonable satisfaction of the agent with materials
harmonious with the building or they shall be located so as not to
be visible from public view.
c. Refer to Engineering comments as well.
a. REV 1: Relevant Engineering comments have been addressed.
11.18-32.7.2.3 Sidewalks and other pedestrian ways: Include safe pedestrian
access across the structured parking entrance. Refer to Engineering for more
detailed comments.
a. REV 1: Addressed with Engineering comments.
12.18-32.7.9.4(b) Landscape plan/preservation of existing trees: Include the
Conservation Checklist.
a. REV 1: Addressed.
13.18-32.7.9.5 Street trees:
a. Show how the street tree requirement is being met. The frontage
calculation and how the requirement is being met for each street should
be included with the landscape plan. The requirement is:
One large street tree shall be required for every 50 feet of street
frontage, or portion thereof, if 25 feet or more. Where permitted,
one medium shade tree shall be required for every 40 feet of road
frontage, or portion thereof, if 20 feet or more.
REV 1: Addressed.
b. The landscaping plan must also be included with the final site plan
submittal, not just the ARB submittal, as it is a Zoning Ordinance
requirement.
a. REV 1: Addressed.
14. ZMA20010007 and ZMA20130009 Proffers:
c. Please note that the following proffers are directly applicable to this
project:
ii. Proffer 6: $3,000 cash contribution per unit for each unit above 500
total units in Stonefield. Please coordinate with Rebecca Ragsdale
(rragsdale(a)albemarle.org) in Zoning.
iii. REV 1: Will be addressed after final site plan approval (with
building perr -).
15.Additional applications: The following applications and approvals are required
prior to final site plan approval:
d. SUB201900150 is under review, pending a resubmittal to address
remaining review comments. Subdividing this parcel is not required for site
plan approval. However, if the parcel is subdivided and ownership
changes, this must be reflected on the site plan. This plat has not been
submitted to the County for signature.
a. REV 1: See easement plat comment below
e. 18-32.7.4.2 and 18-32.7.5.3: Easement Plats: All new and adjusted
easements must be shown on an easement plat, which must be approved
prior to final site plan approval, and must match the final site plan. See
Engineering comments on required SWM easements. One easement plat
may be submitted for all non-ACSA easements, however Engineering has
separate deed requirements for SWM easements.
a. REV 1: Review of SUB201900150 (now an easement and
subdivision plat) is in progress and review comments will be sent
separately.
f. Architectural Review Board: A Certificate of Appropriateness from the
ARB is required prior to final site plan approval. Coordinate directly with
Margaret Maliszewski (mmaliszewski(cD_albemarle.orq).
a. REV 1: ARB review is in progress. See ARB comments below.
g. 18-32.7.4.1: Approval of a VSMP Plan is required prior to final site plan
approval. See Engineering comments. Coordinate directly with John
Anderson (0anderson2(@albemarle.orq).
a. REV 1: VSMP/WPO review is in progress.
Engineering (John Anderson)
1. REV 1: See attached letter dated May 23, 2020. Review items 1, 24,
27 require follow-up; remaining prior review comments addressed. Also,
see WPO2020-00016 review comments dated 5/23/20.
VDOT (Adam Moore)
1. No objection. See attached letter dated May 14, 2020.
Fire/Rescue (Shawn Maddox)
1. REV 1: Please provide the ISO needed fire flow for the structure, not the
sprinkler system flow. This can be provided by email and the comment will be
updated accordingly.
ACSA (Richard Nelson)
1. REV 1: Continue to coordinate directly with ACSA.
RWSA (Dyon Vega)
RWSA will require a sewer flow acceptance prior to final site plan approval.
The request will need to be sent to us by ACSA and will include the following:
• Estimated average daily dry weather sewage flow (ADDWF)
• Point of connection into RWSA system (which manhole)
• Number of units/square footage
• Estimated in-service date
Inspections (Michael Dellinger)
1. REV 1: Total parking for accessibility must be in compliance with ICC ANSI
A117.1-09. Verify conditions at
https Wcodes. iccsafe.org/content/VCC2015P2/chapter-11-
accessibility#VCC2015P2_Ch11_Sec1106 and provide documentation of entire
site due to numerous changes.
Accessible parking is not aligning with requirements:
TABLE 1106.1 (7)
ACCESSIBLE PARKING SPACES FOR GROUPS A, B, E, M, R-7, R-2 AND P
TOTAL PARKING
SPACES PROVICEO
REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES
1-25
25 - 50
2
S1 - 95
3
76-100
4
ICI - 125
5
126 -150
6
151 -200
7
201 - 30C
9
301 -4M
9
401 - 500
10
501 - i 000
2 33% o4 total
1;001 aIM over
23. plus one for Each 100.
or 6acVm thereof over 1,000
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2. REV 1: Provide accessible parking detail along with accessible signage.
Architectural Review Board (Margaret Maliszewski)
1. See attached letter dated 06-16-20. Reference ARB-2020-56. Revised drawings
addressing the ARB's conditions of approval are required.
Zoning/Parking Reduction Request (Kevin McCollum)
1. See attached letter dated June 23, 2020. Parking reduction has been approved
by Zoning. The following is a summary of the remaining comments:
On Sheet 1, Show the parking requirements for this site:
• 9 spaces for retail
• 370 spaces for residential
• 379 total
On Sheet 1, Include the following note- "Parking reduction approved by Zoning,
per letters dated February 26, 2020 and June 23, 2020. Total parking provided:
347 spaces."
Remove other parking information on Sheet 1 of the site plan for other areas of
Stonefield. This information was needed for Zoning to make a determination;
however it is not necessary to include it on the final site plan.
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax
Site Plan review
Project: Stonefield, Block D-1, Final
Plan preparer: John Beirne, P.E., WW Associates / 968 Olympia Drive, Suite 1
Charlottesville, VA 22911 [ jbeimckwwassociates.net ]
Owner or rep.: OCT Stonefield Property Owner, LLC, 230 Royal Palm Way, Suite 200
Palm Beach, FL, 33480 [ odesaiL&oconnorcp.com ]
Plan received date: 18 Mar 2020
(Rev. 1) 18 May 2020
Date of comments: 15 Apr 2020
(Rev. 1) 23 May 2020
Reviewer: John Anderson
Project Coordinator: Tori Kanellopoulos
972-4126
SDP202000024 — FSP (Also: SDP2019-00057; review comments 1.-22. provided as Initial Site Plan review comments, 19 Nov
2019)
For Initial Site Plan Approval:
1. Include reference to SDP2011-00047, Stonefield Building C1-IV Final Site Plan (WP02011-00055), dated
June 20, 2011, approved 10/24/11, on sheet C1. (FSP) Comment persists. Please revise C1 Notes 4 and
5 (text image below) for accuracy.
4. REFER TO 'STONEFIELD TOWN CENTER FINAL SITE PLAN AMENDMENT" (SDP 2011-00065; WPO
2014-00059) AND 'STONEFIELD BUILDING C1—Iv FINAL SITE PLAN AMENDMENT' (SDP 2011-00055;
WPO 2014-00047) FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND
DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, AND LANDSCAPING DETAILS AND
CALCULATIONS.
5. STORMWATER MANAGEMENT FOR THE AREA ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH WPO
2010-00023. WPO 2013-69, WPO 2011-00047, WPO 2011-00055, AND WPO 2011-00036. THIS
PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL
AS MS-19.
Please edit or delete these plan references (Rev. 1) Partially addressed. As follow-up: Edit Note 8 to read
SDP2011-00047 rather than WPO 2011-00047. Also, New (Rev. 1) this page (list WP02020-00016).
SUl'2011-00065 (Keswick)
SDP2011-00065 (F&R Outbuilding Addition)
WP0201400059 (Briarwood)
WP0201400047 (Old Trail)
WP0201100047 (Timberwood Commons)
Accurate references: (Rev 1) Listed at Note 8.
WP0201000023 (Albemarle Place)
WP0201300069 (Stonefield blocks F& G, Final)
WP0201100055 (Stonefield)
WP0201100036 (Stonefield Blvd Road Plan)
New (Rev. 1): Please also list WP0202000016.
2. Include reference to WP02011-00055, Stonefield Building Cl-IV (SDP2011-00047), d. June 20, 2011,
approved 4/12/12, on sheet C-1 . (FSP) Comment persists. Please revise Stormwater Narrative, C=3, to
ref. WP02011-00055. (Rev. 1) Addressed.
Engineering Review Comments
Page 2 of 7
3. Revise C1 Site Plan Note 2. Approved WPOs do not convey coverage to this proposed development.
WPO2011-00055 Plan Amendment Application is required. Please see FSP item 6., below. (FSP)
Comment persists. Also: item 2, above; item 6, below. WPO202000016 is under review. (Rev. 1)
Addressed.
4. Revise C-3 Stormwater Narrative, consistent with comments elsewhere. (FSP) Comment persists.
WPO202000016 is under review. (Rev. 1) Addressed.
5. Notes:
a. WPO2011-00055 Amendment approval is required prior to FSP Approval. (FSP /Rev. 1)
Comment persists. (WPO2011-00055 Amendment is assigned WPO202000016).
b. (SWM Facility /Facility Access) Easement Plat recordation is required prior to WPO2011-00055
Amendment approval. Applicant to provide Planning /Engineering circuit court deed bk.-pg. ref.
to recorded easement. Engineering will format deed of dedication of easement once plat review
comments are addressed (once plat date of last revision is known). bk.-pg.
4135-223. (Rev. 1) UPDATE: See WPO202000016 SWM Plan review items 4.h., and 6.
c. A Stormwater Facility Maintenance Agreement is required prior to final WPO2011-00055
Amendment approval. Albemarle records Agreement for any new SWM Facilities, once executed.
(Albemarle formats Agreement.) If there are no new SWM Facilities; that is, if only SWM are
facilities shown on WPO2011-00055, then Albemarle requests deed bk.-pg. re£ to recorded
Agreement with WPO2011-00055 Amendment Application /submittal. «eu) ,. ddFes a See
5.b., above. (Rev. 1) UPDATE: See WPO202000016 SWM Plan review item 2.b.
For Final Site Plan Approval: (FSP) Partially addressed /see below.
WPO202000016 under review; see review comments d. 5/23/20.
6. Submit VSMP Amendment Plan to WPO2011-00055. Although WPO2011-00055 is approved, site layout
has changed. WW Associates prepared WPO2011-00055 /SDP2011-00047, so plan sheets and design data
are likely readily available. At a minimum, please include the following with WPO Plan Amendment:
[ Remainder of this comment relocated to WPO202000016 since WPO-related.] (Rev. 1) Addressed.
7. Evaluate existing storm sewer pipes for capacity, since existing conveyance was designed for parking lot,
while configuration (and possibly amount /rate) of runoff reaching existing inlets and pipes is modified
with proposed apartment development. (FSP) Addressed. C-12. Also: item 24, below.
8. C 6: Show Ex. Filterra graphically to approx. true dimensions (Ex. Filterra, as shown, is —P wide). (FSP)
Addressed.
9. C=7: It is unclear how removing Ex. retaining wall and railing works with final grade or may compromise
pedestrian safety. With Site Plan and WPO2011-00055 Amendment, provide pedestrian safety relative to
proposed grade, once retaining wall and railing are demolished along Inglewood Drive (C-7, C-8). (FSP)
Comment persists. Copy text note from WPO202000016, C-3, to SDP202000024, C7, Demolition Plan:
`Contractor shall provide shoring to protect embankment as retaining wall is removed. Contractor shall
provide shoring plans to [ design] Engineer for approval.' [WW Associates, EOR] (Rev. 1) Addressed.
10. C=7: Recommend provide replacement illumination for Ex. lampposts to be removed along Bond St. (X 2).
Engineering defers to Planning. (FSP) Withdrawn. Engineering assumes adequate lighting at apartment
main entrance on Bond Street.
11. C9: Revise Pavement Section Detail to identify which travelways are covered (Bond, District, Inglewood).
(FSP) Addressed. C-10 pavement demolition and parking areas pavement section details appear adequate.
12. C-9: Provide typical civil details, including: inlet shaping, Nyoplast elements (grates, risers, pipes, etc.).
(FSP) Addressed. Also: Item 25, below.
13. Provide LD-204, LD-229 for all inlets and storm pipes. Do not simply reference WPO2011-00055, but
transfer table data from WPO2011-00055 to this site plan, and to WPO Plan Amendment. Report values
that correspond with design for proposed apartment development. These values will differ from initial
WPO2011-00055 LD-204 /LD-229 table values, in some instances. (FSP) Addressed. Request for revised
inlet table (LD-204) withdrawn since roof leader line direct connection with storm sewer accounts for most
post -developed site runoff reaching the storm system.
14. Provide drainage profiles. Label rim, INV IN/OUT, pipe material, slope, DIA, and length. Also, please see
itein 6.b., above. No increase in volume or rate of runoff. (FSP) Addressed. Also: Item 24, below.
Engineering Review Comments
Page 3 of 7
15. Ensure structure IDs are easily identifiable across plans (SDP201900057, WPO2011-0005, WP02011-
00055 Amendment). (FSP) Addressed.
C-8:
16. Parking structure (internal to building):
(Note: As follow-up to 12/6/19 Engineering -Applicant meeting (Engineering absent from 12/5/19 SRC),
Engineering defers to building inspections on virtually all parking garage interior configuration concerns,
and related ISP parking garage -related comments.) (Rev. 1) Addressed. Additional: see below
a. Provide a series of 6-7 parking plan views, one per story. Recommend all levels of parking garage
be displayed on a single site plan sheet with each plan view clearly labeled (Story G, 1, 2, 3...)
(FSP) Addressed (sheet AP-1). As follow-up, please see item 23, below.
b. On this plan sheet (item, a.), provide a profile section view from ground to top of structure, with
each deck /story of garage labelled to correspond with plan views (item a.). (FSP) Addressed.
Request for cutaway profile section withdrawn.
c. Ensure parking garage design meets each relevant or applicable 18-4.12.15 requirement. (FSP)
Addressed. 18-4.12.15 does not apply to parking garages.
d. Provide posted garage speed, yield, ped-crossing, etc. signs throughout the structure, as needed, to
help ensure pedestrian and vehicle safety, and to help minimize pedestrian -vehicle conflicts. (FSP)
Withdrawn.
e. Ensure garage entrance design meets 18-4.12.17.b. requirements for landing grade and sight
distance (VDOT Standards apply). (FSP) Withdrawn. Also, 16.c., above.
f. Ensure max. grade for parking spaces and access aisles abutting parking spaces does not exceed
five (5) percent. Ref. 18-4.12.15.c. Label access aisle grade on each plan view of garage, each
floor of garage structure. (FSP) Withdrawn /review error. Max. grade for parking garage ramps
=6.67%. Also: Item 23, below.
g. At 1556 VDP (vehicle per day), in the interest of pedestrian safety, improved sight distance, and to
limit queuing on Inglewood Drive (predictable with collocated entrance /exit), queuing within
structure near or beyond gates, Engineering recommends design separate garage entrance /exit.
Recommendations: (FSP) Items discussed with Applicant at 12/6/19 meeting. Items i.-iii. below
are recommendations (FSP not required to reflect i.-iii. recommendations). Item iv. is revised to
request specific and non-specific design response, including revision. Please call if any questions.
(Rev. 1) Addressed. Additional: see below.
i. Relocate entrance 60't, or as far as possible to the west. (FSP) Withdrawn (infeasible).
ii. Lengthen and widen exit throat to accommodate two lanes, left and right exit, to help
limit queuing within the parking structure. (FSP) Addressed.
iii. Provide a median space /pedestrian refuge (1-lane width) between left turn /rt. turn exits.
(FSP) Withdrawn (infeasible).
iv. Revise pedestrian crossing by whatever means necessary to ensure pedestrian right-of-
way at entrance /exit points (calming, raised sidewalk, exit lane separation, mirrors,
sidewalk -building offset, etc.). (FSP) As follow-up: Provide a detail to clearly indicate
crosswalk v. garage exit profile: raised v. level grade. Also: indicate pedestrian crosswalk
pavement markings at garage entry /exit, if any. (Rev. 1) Addressed. Applicant: `The
concrete crosswalk will be provided with a 2% cross slope away from the building.
Crosswalk markings have been added to the plans at this location as requested. Please
refer to the architectural plans for additional details on the interior of the parking garage.'
a. Note sight distance lines place vehicle (operator) `eye' on sidewalk, meaning
vehicle is assumed to stop on sidewalk prior to exiting. This design cannot be
approved. If vehicles must stop at this point, then pedestrians are routinely
prevented from safely crossing entrance /exit point. One car after another will
proceed to this point, and block the sidewalk. Potential pedestrian -vehicle
conflicts are unacceptably high, not intentionally yet unavoidably, by design.
(FSP) Persists. Ref. item 26, below, which requests revision. (Rev. 1)
Engineering Review Comments
Page 4 of 7
Addressed. Applicant: `The sidewalk has been revised to provide separation
between the sidewalk and the vehicles exiting from the parking garage.'
b. Consider alternative sidewalk /garage entrance -exit design/s. Offer improved
pedestrian right-of-way and safety at garage entrance. (FSP) Comment persists
v request for specific revision. (Rev. 1) Addressed. Applicant: `Noted.
The sidewalk has been revised to provide separation between the sidewalk and
the vehicles exiting from the parking garage.'
c. City of Charlottesville developments along Main Street (The Standard) and
Roosevelt Brown Blvd (The Uncommon) and pending new towns and
apartments near the downtown mall on Main Street offer little by way of design
to alleviate pedestrian -vehicle conflicts as vehicles exit these developments,
virtually blind. (FSP) As follow-up: An incorrect statement: The Standard offers
mirrors and columns at entry /exit which allow drivers to see pedestrians, and to
see farther more easily. Engineering requests mirrors for this apartment
development project. Also, ' , ;, ' ,, (Rev. 1) Addressed. Applicant:
`As discussed at our 12/6/19 meeting the architect intends to add mirrors internal
to the parking garage.'
d. Albemarle intends to minimize risk to pedestrians first, vehicles second. (Rev.
1) Addressed. Applicant: `Noted. Pedestrian safety within Stonefield is a
primary concern for all parties involved with the development of this project.'
e. Pedestrian safety is paramount. Vehicle operator inconvenience /exit wait times
are a secondary concern. (Rev. 1) Addressed. Applicant: `Noted. Pedestrian
safety within Stonefield is a primary concern for all parties involved with the
development of this project.'
f. Proposed design provides vehicle operators negligible to no sight of pedestrians
approaching garage entry /exit, which is at edge of the building. Sidewalk also
touches building exterior. (Rev. 1) Addressed. Applicant: `As discussed at our
12/6/19 meeting the entrance to the parking garage is open for the full 42.37'
dimensions shown on the plans. This will allow vehicles to see pedestrians
approaching the garage entry/exit. Please note as previously stated mirrors will
be provided within the garage to enhance visibility.'
g. Design assumes vehicles will proceed to walk, stop on walk, then exit onto
Inglewood. (Rev. 1) Addressed. Applicant: `The sidewalk has been revised to
provide separation between the sidewalk and vehicles exiting from the parking
garage.'
C-8, —2.0' separation provided:
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Engineering Review Comments
Page 5 of 7
h. At a minimum, provide multiple signs /warnings of pedestrian crossing,
including: SLOW, YIELD, Ped. Crossing using typ. and standard VDOT icons,
with typ. VDOT striping on sidewalk to indicate pedestrians have right-of-way.
(FSP) Withdrawn. 12/6/19 meeting provided informed understanding of limits
of review, relative to garage interior. During meeting, Applicant explained
adequate posted guide indicators will be placed inside the parking garage.
i. Provide wall mount mirrors to provide view of sidewalk in both directions.
Mount so useful at vehicle operator eye level. (FSP) Comment persists. (Rev.
1) Addressed. Ap lip cant: `Mirrors will be provided within the garage to
enhance visibility.'
j. Provide a STOP sign inside the parking garage, prior to sidewalk, so a vehicle
must come to a complete stop and yield to possibly unseen pedestrians prior to
proceeding to the next stop point, where operator obtains sight on Inglewood
Drive. (FSP) Withdrawn. Also, 16. .ig v.h., above.
k. Safety is the paramount design consideration. A visit to the The Standard (Main
Street /C'ville) may be instructive, or helpful, since de;-- �wr - similar.
(FSP) Also, item 16,g iv.c., above. (Rev. 1) Addressed. Applicant: `Noted.
Pedestrian safety within Stonefield is a primary concern for all parties involved
with the development of this project.'
1. Architectural design may provide enhanced pedestrian safety via an `open' wall
/column design. Recommend an open ground -level North building face with an
unrestricted view between columns, with minimal parapet wall ht. (2.5 -3.0' ht.,
max., if possible). (FSP) Comment persists. Also, item 16,g iyc., above. (Rev.
1) Addressed. Applicant: `The entrance to the parking garage is open for the
full 42.37' dimension shown on the plans. This will allow vehicles to see
pedestrians approaching the garage entry/exit. Please note as previously stated
mirrors will be provided within the garage to enhance visibility.'
17. CG-12 ramps at parking garage entrance /exit: Provide landing prior to point sidewalk and entrance /exit
intersect. That is: do not have sloped CG-12 ramp ending at point entrance /exit intersect ramp, to help
prevent rollaway incident at what is a blind intersection. It may be better to ensure at -grade walk, with
ramps for vehicles. Pedestrians take priority over vehicle operator convenience. Please ref. VDOT Road
Design Manual, Appendix B(1), pg. B(1)-52, FigT12 (Traffic calming details /Raised Crosswalk. (FSP)
Comment persists. Also: Item 26, below. (Rev. 1) Addressed. Applicant: `As discussed at our 12/6/19
meeting the entrance to the parking garage is open for the full 42.37' dimension shown on the plans. This
will allow vehicles to see pedestrians approaching the garage entry/exit. Please note as previously stated
mirrors will be provided within the garage to enhance visibility. The crosswalk at the entrance to the
garage will be marked as shown on the plans and provided with an alternate surface/pattern than the
surrounding travel lanes.'
18. Label 2-way travel way width on Bond St. between Hyatt Place Hotel and semi -circular drop-off point in
front of proposed Apartment building. (FSP) Addressed. C=8 lists ref. to D.B. 4135-249 23' ingress /egress
easement.
19. Given obstructed sight view for vehicles exiting garage and abiding pedestrian concern, eliminate three
parallel parking spaces west of exit and two parallel spaces east of exit. Push sidewalk away from building
face and provide vehicle operators exiting both opportunity to see pedestrians, and to see oncoming traffic
before pulling onto Inglewood. Planning may consider any waiver required, in interest of pedestrian and
vehicle operator safety. Note: a tragic pedestrian fatality occurred in 2016 within tight design confines of
Stonefield Town Center. Article at: https://www.cbsl9news.com/content/news/Pedestrian-safety-at-
Stonefield-394341101.html. Engineering views safety a surmountable design challenge, and extremely
relevant. Accident occurred in 2016 at District Ave. and Bond St. (Link) article above is worth reading.
(FSP) Partially addressed. As follow-up: Provide pavement markings to delineate parallel spaces that
remain. No request to remove remaining parallel parking spaces SW of parking garage entrance, C8.
Also, please revise sight distance left (left out) which appears to pass through the bldg. (blue circle, below)
(Rev. 1) Addressed. Applicant: `The parallel parking stripes are shown as requested. The entrance to the
Engineering Review Comments
Page 6 of 7
parking garage is open for the full 42.37' dimension shown on the plans. The site distance is shown
correctly and does not conflict with the building at this location.'
w
9o- HB .r,, r w w DROP INI.E7 w— w w w w—
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20. 1, p,iiailel spaces retained, revise desigiI per VDOT Road inual, Appendix B(1), pg. B(l)-59,
Curb Extensions, Fig. (FSP) Addressed. [ image removed with Rev. 1 comments]
21. Show /label all roof leader lines. Show all roof storm collection points of connection with existing or
proposed storm sewer. (FSP) May persist. Please confirm only roof drain leader (at E corner of bldg.).
(Rev. 1) Addressed. Applicant: `Only one roof drain leader is provided.'
22. Provide Note with offset distance, south face of building to sidewalk (0.0' if adjacent). (FSP) Withdrawn.
New (FSP)
23. AP-1 Parking Garage Layout provides no dimensions. Recommend provide parking space and drive aisle
widths. (Rev. 1) Addressed.
Recommend, for example, labels to indicate ramp slope < 6.67% max. grade allowed for parking garage
ramps. J. Gorman email to Engineering, December 6, 2019 10:03 AM, is helpful, and includes this text: `
Section 406.4.4 Ramps
Vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided. Vehicle
ranlps that are utilized for vertical circulation as well as_for parking shall not exceed a slope of 1:15 (6.67
24. C-12: Storm profile 46 thru 46.8 shows 18" HDPE downstream of 24" DIA pipe. Increase receiving pipe
diameter. (Rev. 1) Partially addressed. Applicant: `The 18" HDPE pipe in question discharges to the
biofilter on District Ave. Storm manhole 46.1 upstream of the pipe is a flow control structure and is
designed to allow low flows to the biofilter and pass larger storm events to the North UGD system.' As
follow-up: Review profile, C-12. Revise graphic portion or labels for consistency: identical INV OUT but
dif
portion or prorate.
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+!
Engineering Review Comments
Page 7 of 7
25. C-10: Two civil details are oblique /images distorted (CG-6, MH frame and cover). Please revise. (Rev. 1)
Addressed.
26. C8: Provide inset detail showing sight distance line (eye /object) if typ. passenger sedan stops without
breaking plane of the sidewalk. Provide detail showing how far a driver exiting the parking garage can see
before vehicle begins to break plane of edge of sidewalk. At garage exit, pedestrians - have
right-of-way. Also, item 16.g iv.a., above. (Rev. 1) Addressed. Applicant: `A detail is provided as a
separate exhibit. Please note that this is a subjective exercise as the distance from the front overhang to the
driver's eye varies significantly for different drivers and vehicles.' As follow-up: Exhibit indicates a non -
negligible distance (-30') between driver and pedestrian approaching garage exit from either direction
affords driver a chance to recognize oncoming pedestrian, and to yield right-of-way to pedestrians. Ref.
WW Associates' Exhibit, 5/21/20, titled Stonefield Block D1 Parking Garage Site Distance Exhibit (red
dimension lines added by county engineering).
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27. Revise C-1 sheet index to list parking garage layout, landscape and lighting plans.
Please feel free to call if any questions: 434.296-5832 -x3069
Thank you
SDP2020-00024 Stonefield Block D-1 FSP 052320revl
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902
Phone (434) 296-5832 Fax (434) 972-4126
June 16, 2020
Mr. Alan Wong
Mitchell Matthews
300 Twin Sycamore Lane
Charlottesville, VA 22903
RE: ARB-20194: ARB-2020-56: Stonefield D1 (TMP 061 WO-03-00-019AO)
Dear Mr. Wong,
The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on
Monday, June 15, 2020. The Board unanimously approved the request, pending staff administrative
approval of the following conditions:
1. Confirm with staff that proposed colors are consistent with the renderings.
2. Identify the material and color of the site walls shown in the elevation drawings.
3. Revise the lighting plans to include a complete luminaire schedule. Identify all options for
proposed fixtures, including finish, wattage, color temperature (not to exceed 3000K),
mounting height etc.
4. Make all light fixture labels legible.
5. Reduce illumination to not exceed 20 fc at the ground.
6. Revise the lighting plans to indicate color temperatures for all proposed fixtures, not to
exceed 3000K.
7. Revise the lighting plans to identify a consistent color/finish for all fixtures.
8. Revise the lighting plans to clearly show that pole -mounted fixtures will not exceed 20' in
height, including any bases.
9. Include clearly identified utilities and easements on the landscape plan. Ensure
coordination of landscaping with utilities and easements without reducing plant
quantities.
10. Consider replacing the Miscanthus Sinensis with a locally native species.
11. Include the landscape and lighting plans as part of the overall site plan set.
12. Coordinate the site, demolition, and landscape plans regarding the trees to remain on
Inglewood Drive. Show tree protection fencing.
Please provide:
1. A full set of revised drawings, in paper and PDF formats, addressing each of these
conditions. Include updated revision dates on each drawing.
2. A memo including detailed responses indicating how each condition has been satisfied. If
changes other than those requested have been made, identify those changes in the memo
also. Highlighting the changes in the drawing with "clouding" or by other means will facilitate
review and approval.
3. The attached "Revised Application Submittal" form. This form must be returned with your
revisions to ensure proper tracking and distribution.
When staff's review of this information indicates that all conditions of approval have been met, a
Certificate of Appropriateness may be issued.
If you have any questions, please do not hesitate to contact me.
Sincerely,
Margaret Maliszewski
Chief of Planning/Resource Management
434-296-5832 x3276
mmaliszewski@albemarle.org
cc: OCT Stonefield Property Owner LLC
230 Royal Palm Way, Ste 200
Palm Beach, FL 33480
File
County of Albemarle
Department of Community Development
Memorandum
To: Tori Kanellopoulos
From: Kevin McCollum
Division: Zoning
Date: 6/23/2020
Subject: SDP202000024 — Stonefield Block D1 Final Site Plan
• This development is only for Block D1 of Stonefield so there is no need to include the
parking information on the first sheet.
• Please include the Parking Analysis determination approved 2/26/2020 for reference.
• Please include only the parking data for this site:
o 220 units and 2034 square feet of retail
• Per the Code of Development - The parking requirement (4.5 spaces / 1000 square feet of
gross leasable area) for 2034 sf of retail is (2034 / 1000) * 4.5 = 9.153 spaces. This rounds
down to 9 required parking spaces for retail.
• Per the Code of Development and Section 4.12.6 - The parking requirement for the
proposed number of residential units is:
0 14 studio apartments (1.5 spaces/unit, 1.25 spaces/unit if less than 500 square feet):
21 required spaces
0 126 one -bedroom apartments (1.5 spaces/unit): 189 required spaces
0 70 two -bed apartments (2.0 spaces/unit): 140 required spaces
0 10 three -bed apartments (2.0 spaces/unit): 20 required spaces
o Total required spaces: 370 parking spaces
• The total parking requirement for this development
o Commercial Retail: 9 parking spaces
o Residential: 370 parking spaces
o Total: 379 required parking spaces
• The Applicant has proposed providing 347 parking spaces total. This is a reduction of 32
spaces, or an 8.44% reduction.
o 379 — 347 = 32 parking spaces
Zoning Review Comments for SDP202000024
• Zoning agrees with the analysis in the letter "Ref: Stonefield Block D1 — Parking Reduction
Request," dated 6/8/2020 that there will be sufficient parking given this reduction.
• Zoning approves the proposed parking reduction and the total of 347 provided parking
spaces.
• Any change in parking counts will require additional Zoning approval.