HomeMy WebLinkAboutSDP202100027 Review Comments Initial Site Plan 2021-05-21�� OF ALB
GIRGIN1P47
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
5/21/2021
Ryan Perkins, P.E.
Kimley-Horn and Associates, Inc.
1700 Willow Lawn Dr, Ste 200
Richmond, VA 23230
roan.perkins ankimley-horm.corn
RE: SDP202100027 WAWA Route 29 and Greenbrier - Initial Site Plan (digital)
Mr. Perkins:
The Site Review Committee has reviewed the development proposal referenced above. Initial comments
for the following divisions of the Department of Community Development and other agencies, as
applicable, are attached:
Albemarle County Engineering Services (Engineer)
Albemarle County Planning Services (Planner)
Albemarle County Information Services (E911)
Albemarle County Planning Services (Architectural Review Board)
Albemarle County Planning Services (Historic Preservation)
Albemarle County Department of Fire Rescue
Albemarle County Service Authority
Virginia Department of Health
Virginia Department of Transportation
City of Charlottesville Department of Public Utilities
Comments reflect information available at the time the development proposal was reviewed, and should
not be considered final. However, the Site Review Committee has attempted to identify all issues that
will be required to be resolved prior to approval. The Lead Reviewer will either approve with conditions
or deny the initial site plan within 15 days of the Site Review Meeting.
Please contact me at your earliest convenience if you have questions or require additional information.
Sincerely,
�4*
Mariah Gleason
Senior Planner, Community Development
mgleasongalbemarle.org
Memorandum
To: Ryan Perkins, P.E., ryan.perkins(a)kimley-horm.com
From: Mariah Gleason, Senior Planner
Division: Planning
Date: 5/20/2021
Subject: SDP202100027 WAWA Route 29 and Greenbrier - Initial Site Plan (digital)
The Planner for the Planning Services Division of the Albemarle County Department Community Development
will approve 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.]
Please contact Mariah Gleason at the Department of Community Development at meleason akalbmarle.org 296-
5832 ext. 3097 for further information.
COMMENTS THAT MUST BE ADDRESSED WITH THE INITIAL SITE PLAN:
1. [32.5.2(b)] Offsite improvements. The plan is proposing multiple offsite improvements, including a site
entrance, parking areas, plantings and sidewalks. Easements and agreements will be needed to allow these
improvements prior to final site plan approval. However, written documentation will be needed prior to
initial site plan approval to confirm that the owner of the adjacent parcel, TMP 61 W-02-2B, is aware of
and agreeable to the proposed improvements. (Note: An email would suffice.)
2. [35.1] Fees. There are outstanding fees associated with the review of this initial site plan that will be
needed prior to initial site plan approval. They are:
a. After follow-up with the applicant, it was realized that the incorrect application fee was paid
when the application was originally submitted to the County. The fee for an "Initial Site Plan
following an Approved Preapplication plan" was paid ($752), instead of the fee for an "Initial
Site Plan without an Approved Preapplication plan" ($1,290). There is no Approved
Preapplication plan for this development. Therefore, the difference in fee, $538.00, is required
($1,290-$752).
b. In addition, a fee for preparing and mailing public notices and published notices in conjunction
with the application is also required. That fee is $435.00.
ADDITIONAL COMMENTS RELATED TO THE SITE PLAN:
Albemarle County Planning Services
Mariah Gleason, meJeasongalbemarle.org — Requests Changes
1. [Comment] Project number. Now that the initial site plan has been assigned a project number, please
include the number — SDP202100027 — in the tide/heading of the Cover Sheet.
2. [32.5.2(b)] Parking schedule. On the Cover Sheet, provide the calculation that was used to determine the
number of required parking spaces for this plan. (Note: Per Albemarle County Code, an appropriate
scheduled use for this development is "Retail use not otherwise identified" which requires one space per
100 square feet of retail sales area for the first 5,000 square feet and one space per each 200 square feet of
retail sales area above 5,000 square feet. Retail sales areas is defined as 80% of the gross floor area.)
3. [32.5.2(n), 4.12.4] Shared parking. The site plan notes that the 20 parking spaces in the small parking
area at the rear of the property will be created for the benefit of TMP 61 W-02-2B. Please be aware that,
per Sec. 4.12.4(a), County Code does not allow the number of proposed parking spaces to exceed the
number of required spaces by more than 20 percent. The current site plan exceeds the number of required
spaces by 41.7%. It may be possible to provide the desired parking schedule through a shared parking
agreement. Staff recommends following up with the Zoning Division to see if this may be an option.
4. [32.5.2(n), 4.17] Outdoor lighting. Please refer to comments provided by the ARB reviewer below
(comments #6-12, specifically) concerning outdoor lighting.
5. [Comment] Landscaping. Please refer to comments provided by City of Charlottesville Department of
Public Utilities and ARB, below, regarding landscaping and plantings.
6. [Comment] Grading. Please refer to comments provided by City of Charlottesville Department of Public
Utilities regarding proposed grading over existing gas lines.
7. [4.12.18] Loading zone. A loading space is not required for this development, per 4.12.13, since the
building is less than 8,OOOsf However, a loading zone is shown on the site plan. County Code Sec.
4.12.18 requires loading spaces to be a minimum of 12 feet in width, 14% feet in clearance height and a
length sufficient to accommodate the largest delivery trucks serving the establishment, but providing no
less than 25 feet in length. Please be aware, that code section also requires the loading space to be
designed in such a way that no part of any vehicle will extend into a driveway or aisle space. Please revise
the loading zone shown on the site plan to align with these ordinance requirements.
8. [32.5.2(n)] Fuel stations and pumps. On the Cover Sheet, please edit the "WAWA Information" notes to
clearly state the number of fuel stations and pumps being proposed by this project.
9. [32.5.2(q)] Traffic generation. Provide expected traffic generation information, if not provided already.
10. [32.5.2(i), 32.5.2(m)] Vehicular travelways. In addition to the comments provided by Engineering and
VDOT reviewers, below, please also show the distance to the centerline of the nearest existing street
intersection from the proposed ingress and egress points.
11. [4.12.19] Dumpster pad. The regulations for dumpster pads require the concrete pad to extend at least
eight feet beyond the front of the dumpster. Please revise the plan to demonstrate that this minimum
design requirement is being met. This could be done with a distance label on the site plan.
12. [32.5.2(n)] Monument signs. Remove all depictions and notes regarding monument signs. Those signs are
reviewed through a separate application and permitting process.
13. [32.5.2(a)] Zoning. Include in the zoning notes that this property is subject to special use permit SP1991-
00069 and its conditions. State the conditions of approval in the notes. See reference document attached.
14. [32.5.2(a)] Setbacks. Revise the setback notes to reflect the following:
a. Front: IOft minimum; no maximum
b. Side and Rear: none
15. [32.5.2(f)] Water supply watershed. In the Site Statistics notes on the Cover Sheet, provide a note to
indicate whether the site is located within a water supply watershed.
16. [32.5.1(c)] Boundary line. If not given already, please provide the curve data for the curved boundary line
at the northernmost property corner.
17. [32.7.9.4(c)] Existing landscape features. On the Existing Conditions sheet, identify whether exiting
tree/vegetated areas are composed of evergreen, deciduous, or a mix of tree types. Also please provide a
label for the existing tree line symbology.
18. [32.5.2(n)] Buildingfootprint. Provide length and width dimensions for the proposed building footprint.
19. [32.5.2(a)] Scales. With the scales on each plan map sheet, please include a "lin = " label.
20. [32.5.2(a)] Abutting parcel information. Provide the present uses for all parcels that abut the subject
property.
21. [32.5.2(i)] Easement plat. Please be aware, prior to approval of a final site plan for this development, an
easement plat for new, required easements will need to be submitted, approved, and recorded.
Albemarle County Engineering Services (Engineer)
John Anderson, janderson2 agalbemarle.org —Requests Changes; see comment letter attached
Albemarle County Information Services (E911)
Elise Kiewra, ekiewra agalbemarle.org — No Objection
Albemarle County Building Inspections
Betty Slough, bsloug_hgalbemarle.org— Requests Changes
Add the following note to the general notes page:
1. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC
ANSI Al 17.1-09 and the 2015 Virginia Construction Code.
2. ALL water lines, sewer lines, and fire lines from the main to the structure located on private property
MUST have a visual inspection performed by the building department.
3. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
Albemarle County Department of Fire Rescue
Howard Lagomarsino, hlaQomarsinogalbemarle.org — Requests Changes
1. Provide a note on the plan of the required ISO fire calculation.
2. Indicate on the plan the latest ACSW flow test to ensure adequate fire flow per calculation in comment # 1
3. A Knox Box will be required. Please place a note indicating this on the plan. The location of this can be
coordinated with the Fire Marshal's Office.
4. To accommodate fire apparatus, turn radii serving fire apparatus access must be a minimum of 25 ft. - the
turn radii from Seminole Trail onto property needs to increase from 20 ft to 25 feet to fulfill this
requirement.
Albemarle County Service Authority
Richard Nelson, melson@serviceauthority.org —Requests Changes
1. Submit 3 copies of the utility plan to ACSA for review.
2. The existing water meter and sewer lateral will need to be shown and called out to be abandoned.
3. Provide 5' minimum separation between the fire hydrant and meter vault.
4. Provide fixture counts to confirm the meter size.
5. Refer to ACSA's Standard Construction details for larger service lines, if a 1.5" meter is required.
6. Confirm the proposed water use near the dumpster. Will this be served from the irrigation line, or the
domestic line?
7. An irrigation application will be required to determine the meter size. This can be found on the ACSA
website. The application fee can be waived if submitted with utility drawings.
Virginia Department of Health
Alan Mazurowski, alan.mazurowski@vdh.vir ig nia.gov —No Objection
Virginia Department of Transportation
Adam Moore, adam.moorekvdot.vir iginia.goy — Requests Changes; see comment letter attached
1. The access easement across parcel 06 IWO-02-00-002BO must be shown on the site plan before VDOT
will issue a LUP-CEI permit.
2. Neither entrance shown conforms to the requirements on Table 4-3, Appendix F of the Road Design
Manual relating to a fuel delivery truck.
3. The entrance on Route 29 does not conform to the geometric requirements in Section 4, Appendix F of
the Road Design Manual.
4. The Department is still evaluating the applicant's request for Access Management Exception for the
entrance on Route 29, and communication on that process will be handled by separate correspondence.
5. Add CG-12 to ramp on south side of Route 29 entrance.
6. Please provide sight -distance triangle and profiles along the sight -distance lines and ensure they conform
with Table 2-5, Appendix F of the Road Design Manual.
7. Sheet CS- 101: Show limits of existing pavement for reference.
8. Sheet CS- 101: Show limits of mill and overlay on Route 29 from 2 feet before the south side of the
refurbished entrance to 2 feet after the north side of the eliminated entrance for the entire lane width
ensuring compliance with Standard Drawing WP-2. Also, please add the WP-2 detail to the plans.
9. Sheet CS- 101: Show limits of mill and overlay on Greenbrier Dr. from 2 feet before the proposed right-
tum-lane to 2 feet after the proposed entrance for the entire lane width ensuring compliance with Standard
Drawing WP-2. Also, please add the WP-2 detail to the plans.
10. Sheet CG-101: Move tie-in to existing storm sewer out of the paved roadway to reduce disruption of
traffic during installation and future maintenance. The condition of the existing 48" RCP pipe will also
have to be verified before the Department will allow a new SWM pipe to be tied in. Pipe -video review
will likely be necessary.
Albemarle County Planning Services - Architectural Review Board (ARB)
Margaret Maliszewski, mmaliszewski@albemarle.org — Requests Changes
At the May 17, 2021 ARB meeting, the ARB voted to forward the recommendations outlined in the staff report to
the Agent for the Site Review Committee, amended as follows.
• Regarding requirements to satisfy the design guidelines as per § 18-30.6.4c(2), (3) and (5) and
recommended conditions of initial plan approval:
o Prior to Initial Plan approval the following items shall be resolved to the satisfaction of the ARB:
None. The ARB recommends approval of the Initial Plan without conditions.
• Regarding recommendations on the plan as it relates to the guidelines: None.
• Regarding conditions to be satisfied prior to issuance of a grading permit:
1. Maintain grading outside the driplines of trees to remain. Show tree protection fencing on, and
coordinated throughout, the grading, landscaping, and erosion and sediment control plans.
• Regarding the final site plan submittal:
A Certificate of Appropriateness is required prior to final site plan approval. The following items and all
items on the ARB Final Site Plan Checklist must be addressed:
1. Revise the color of the dumpster gates to a recessive one.
2. Replace the chain link fence with a design that is compatible with the architecture on site and
suitable for the EC.
3. Move the vent stacks to a less visible location and/or add landscaping to provide more complete
screening.
4. Move the fire hydrant and water meter to less visible locations and/or provide landscaping for
screeninglintegration.
5. Add the standard equipment note to the site and architectural drawings: "Visibility of all
mechanical equipment from the Entrance Corridor shall be eliminated."
6. Revise the lighting plan to eliminate spillover along Rt. 29 and Greenbrier Drive in excess of .5
fc.
7. Revise the S 1 fixtures to full cutoff fixtures.
8. Reduce the illumination under the fuel pump canopy to a maximum of 30 fc. Maintain a 20 fc
maximum elsewhere on site.
9. Revise the light fixtures to include lamps that emit wane white light in the 2000-3000K range.
10. Revise the luminaire schedule to include the proposed colors of the light fixtures. Provide for a
consistent fixture color.
11. Revise the overall pole light height to not exceed 20', including the base.
12. Include the standard lighting note on the plan: "Each outdoor luminaire equipped with a lamp that
emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or
shielded to reflect light away from adjoining residential districts and away from adjacent roads.
The spillover of lighting from luminaires onto public roads and property in residential or rural
areas zoning districts shall not exceed one half footcandle."
13. Eliminate a large shade tree from the Rt. 29 frontage, add more ornamental trees, and provide
more consistent spacing to establish a rhythm along the street.
14. Provide an exhibit that clearly labels and shows the extents of existing and proposed utilities and
easements, and available planting area across the site.
15. Revise the landscape plan to show large shade and ornamental trees more evenly spaced along
Greenbrier Drive to establish a rhythm consistent with the planting along Rt. 29.
16. Add medium trees, 2'/z" caliper at planting, between the Greenbrier sidewalk and the new path
connecting the sidewalk to the parking lot. Add shrubs where easements/utilities limit tree
planting.
17. Consistently provide large trees, 40' on center, 2%" caliper at planting, at the perimeter of all
parking areas.
18. Provide landscaping along the southern property line, including evergreen landscaping in the
vicinity of the loading area.
19. Increase planting area wherever possible.
20. Provide additional low-level planting along the Rt. 29 and the Greenbrier frontages to offset
visual impacts.
21. Replace the berm with grading that has a more natural appearance.
22. Show on the plan proposed easements or other methods for accomplishing off -site work.
23. If there are trees at the southeast comer of the parcel that are to remain, show tree protection
fencing throughout the plan.
24. Reduce the footprint of the fuel pump canopy to allow for increased planting area and to not
exceed previous approvals.
25. Reduce the height of the fuel pump canopy to minimize visual impacts and to meet the 14'6"
maximum to the bottom of the fascia/eave.
26. Note that sign locations are not approved with the site plan. Sign locations can only be approved
with sign permit applications.
27. Choose alternate monument sign locations and provide planting that fully integrates the signs into
the landscape.
28. Correct the street names referenced in the architectural elevation drawing titles.
City of Charlottesville Department of Public Utilities
Christian Chirico, chiricoc@charlottesville.gov - Requests Changes
GENERAL:
1. Remove Columbia Gas from all sheets. The City of Charlottesville owns and operates these pipelines.
SHEET CV 101:
1. Show existing 8" coated steel natural gas mains in Greenbrier Dr.
2. Show existing gas service to 1215 Seminole Tr.
3. The plans call out a gas valve close to the service connection for 1215 Seminole Trail and 490
Hillsdale Drive. This is actually a pressure regulation station. This station will need remain in place in
order to continue to provide service to 490 Hillsdale Dr.
SHEET CG 101:
1. Grade changes over any gas line will not be approved. These gas mains are buried at a depth that is
required by federal law under CFR Title 49 Part 192.327 and 192.361.
2. The storm water management system at the rear of the property is directly over the existing gas lines,
this is not approved.
SHEET CU 101:
1. Provide all profiles for utility crossings that involve the City of Charlottesville natural gas mains,
services or facilities.
SHEET CS 101:
1. The air station, air pumps, lighting, sidewalk, curbing and parking barriers are not approved within
the City of Charlottesville gas easement.
SHEET CP 101:
1. None of the plantings within the City of Charlottesville gas easement are approved.
E
COUNTY OF ALBEMARLE
Dept. of Planning & Community Development
401 McIntire Road
Charlottesville. Virginia 22901-4596
(804) 296-5823
February 29, 1992
Crenshaw's Auto Service, Inc
1215 Seminole Trail
Charlottesville, VA 22901
RE: SP-91-69 Crenshaw's Auto Service
Tax Map 61W, Section 2, Block A, Parcel 1
Dear Mr. Crenshaw:
The Albemarle County Board of Supervisors, at its meeting on February
19, 1992, approved the above -noted request to locate motor vehicle sales
and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance
Corridor (existing service station is to remain). Please note that this
approval is subject to the following conditions:
1. Use shall not commence until a Certificate of Appropriateness is
issued by the Architectural Review Board; and
2. Storage areas shall be limited to those shown on a plat titled
"Physical Survey of Lot 1, Block A, Section Two, Westfield" and
initialed 2/5/92 WDF and the total number of vehicles available for
sale or rental shall not exceed sixty-four (64) at any one time.
If you should have any questions or comments regarding the above noted
action, please do not hesitate to contact me.
Sincerely,
U
V. Wayneri
Directori
VWC/jcw
-y Development
cc: Amelia Patterson Jo Higgins
James E. Crenshaw Charlottesville Realty Company
THIS IS TO CERTIFY THAT ON NOVEMBER 30, 1976, . 1 SURVEYED THE PROPERTY
SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON.
WILLIAM S. ROUDASUSH, JR.
CERTIIIEO LAND SURVEYOR
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CERTIFIED LAND SURVEYORS
Charlottesville Virginia
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t� OF ALB
County of Albemarle
COMMUNITY DEVELOPMENT DEPARTMENT
Site Plan review
401 McIntire Road, North Wing
Charlottesville, VA 22902-4579
Telephone:434-296-5832
WWW.ALBEMARLE.ORG
Project:
Wawa Route 29 and Greenbrier, Initial Site Plan
Project File:
SDP202100027
Plan preparer:
Ryan Perkins, Kimley-Hom Associates, 1700 Willow Lawn Drive, Suite 200
Richmond, VA 23230 [ryan.uerkins(a),,kimley-hom.com ]
Applicant:
Renaud Consulting, 8605 Westwood Center Drive, Suite 410
Vienna, VA 22182 [ mfontaineArenaudconsulting.net ]
Owner or rep.:
Charlottesville Realty Corporation, P. 0. Box 6340,m Charlottesville, VA 22906
Plan received date:
5 April 2021
Date of comments:
12 May 2021
Reviewer:
John Anderson
Project Coordinator: Mariah Gleason
Engineering has reviewed initial site plan, and offers following plan revision comments for final site plan submittal.
1. CV-101
a. GIS indicates record of (past) leaking underground storage tanks. Please offer commentary or
evidence of coordination with state agency (VDEQ), or remediation completion, if required.
2. CS-101
Engineering Review Comments
Page 2 of 3
a. Recommend pedestrian crosswalk striping if pedestrians on walks along Rt. 29 and
Greenbrier Drive have right of way over vehicles entering /exiting Wawa.
b. Please revise shading for concrete for fuel canopy, if intended to be light duty concrete.
c. Where island width =9.5', revise bullnose radius to 4.75'.
d. Provide a gap between bollards (diagonally opposite CG-12A ramp of walk that climbs slight
incline from Greenbrier to Wawa) wide enough to accommodate a wheelchair, similar to
bollard spacing at HC parking space on west side of the Wawa building.
e. Label TimbarrierTM, to clarify location.
f. Label CG-6, spilling curb/gutter.
3. CS-501
a. Provide VDOT step detail, inlet shaping detail, pipe bedding detail (ST-1, IS-1, PB-I).
4. CS-502
a. Provide VDOT equivalence determination document that S. 1. Storey TimbarrierTm product
meets or exceeds VDOT minimum standards for barrier protection.
b. Provide surface mounted handrail detail.
c. Provide pavement widening detail for Greenbrier Drive (VDOT WP-2), if required by VDOT.
Coordinate work within RW with VDOT. Obtain land use permit for activities within public
RW.
5. CG-101
a. Note: Nutrient credit purchase is proposed; ref. change to state administrative code
concerning eligible nutrient credit banks. This site discharges to Meadow Creek, evaluated
unimpaired, so this project may purchase from eligible banks within same or adjacent 8-digit
HUC.
b. Submit VSMP /WPO Application at earliest convenience.
Link to Application: https://www.albemarle.org/home/showdocument?id=l70
Link to SWPPP template: httos://www.albemarle.org/home/showdocument?id=l66
c. Transfer stormwater-related table data and calculations to the WPO plan. Site plans do not
approve VSMP/WPO plans. WPO plans do not approve site plans.
d. WPO plan approval is required prior to final site plan approval.
e. Conceptual stormwater narrative may remain; graphic SWM facility details, symbols, etc.
may remain, just not routing or calculation details, which should appear on the WPO plan.
f. Unless Str. SWMI to Str. 100 is a detention pipe, revise grade to 0.50% Min. per 31d item, p.
2, Drainage Plan checklist for plan reviewers.
6. CU-101
a. Provide and label flow arrows for storm pipes.
b. Label storm pipes.
c. Provide and label SWM facility easement for underground SWM facility. Ref. easement
diagram, ACDSM, p. 15, below (link:
hqs://www.albemarle.org/liome/ShowDocument?id=270 )
Engineering Review Comments
Page 3 of 3
Albemarle County Design Standards Manual — Engineering
N!E\IE\i \CIDiX � q.\MEiER � ^ � � iX!'i � IY �!•' bLY.I
d. Provide and label public drainage easements for any pipe/s downstream of underground
SWM facility, or any pipe that conveys storm runoff from a public right-of-way.
e. Utility Note references CU-501, Utility Details; please include sheet CU-501.
f. Provide utility /storm pipe profiles. Ensure no conflict between storm pipes that cross in
facility entrance /exit to Greenbrier Drive. Additional comments possible.
g. Provide VDOT design tables, LD-204 (Storm Inlet Computations), and LD-229 (Storm Drain
Design Computations).
7. CP-101
a. Remove any canopy -species (American elm) landscaping within SWM facility easement.
Please feel free to call if any questions: 434.296-5832 -x3069
Thank you
J. Anderson
SDP2021-00027 Wawa Rt29 Greenbrier ISP 051221
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
Stephen C. Brich, P.E. 1401 East Broad Street (804) 7862701
Commissioner Richmond, Virginia 23219 Fax: (804) 7862940
April 26, 2021
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Attn: Mariah Gleason
Re: Wawa Route 29 and Greenbrier — Initial Site Plan
SDP-2021-00027
Review # 1
Dear Ms. Gleason:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan as prepared by Kimley Horn, dated 2 April
2021, and offers the following comments:
1. The access easement across parcel 061 WO-02-00-002BO must be shown on the site plan
before VDOT will issue a LUP-CEI permit.
2. Neither entrance shown conforms to the requirements on Table 4-3, Appendix F of the
Road Design Manual relating to a fuel delivery truck.
3. The entrance on Route 29 does not conform to the geometric requirements in Section 4,
Appendix F of the Road Design Manual.
4. The Department is still evaluating the applicant's request for Access Management
Exception for the entrance on Route 29, and communication on that process will be
handled by separate correspondence.
5. Add CG-12 to ramp on south side of Route 29 entrance.
6. Please provide sight -distance triangle and profiles along the sight -distance lines and
ensure they conform with Table 2-5, Appendix F of the Road Design Manual.
7. Sheet CS-101: Show limits of existing pavement for reference.
8. Sheet CS-101: Show limits of mill and overlay on Route 29 from 2 feet before the south
side of the refurbished entrance to 2 feet after the north side of the eliminated entrance for
the entire lane width ensuring compliance with Standard Drawing WP-2. Also, please
add the WP-2 detail to the plans.
9. Sheet CS-101: Show limits of mill and overlay on Greenbrier Dr. from 2 feet before the
proposed right -turn -lane to 2 feet after the proposed entrance for the entire lane width
ensuring compliance with Standard Drawing WP-2. Also, please add the WP-2 detail to
the plans.
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
April 26, 2021
Attn: Mariah Gleason
10. Sheet CG-101: Move tie-in to existing storm sewer out of the paved roadway to reduce
disruption of traffic during installation and future maintenance. The condition of the
existing 48" RCP pipe will also have to be verified before the Department will allow a
new SWM pipe to be tied in. Pipe -video review will likely be necessary.
Please provide a digital copy in PDF format of the revised plan along with a comment response
letter. If further information is desired, please contact Doug McAvoy Jr. at (540) 718-6113.
A VDOT Land Use Permit will be required prior to any work within the right-of-way. The
owner/developer must contact the Charlottesville Residency Transportation and Land Use
Section at (434) 422-9399 for information pertaining to this process.
Sincerely,
Adam J. Moore, P.E.
Area Land Use Engineer
Charlottesville Residency