HomeMy WebLinkAboutSDP201900013 Review Comments Final Site Plan and Comps. 2019-10-17GIRtGSL��4'
County of Albemarle
Department of Community Development
Memorandum
To: Ryan Perkins, P.E. (ryan.perkinspkimley-hom.com)
From: Andy Reitelbach, Senior Planner
Division: Planning Services
Date: October 11, 2019
Subject: SDP2019-00013 — Wawa at Pantops — Final Site Plan; 2°d Submittal
The Planner for the Planning Services Division of the Albemarle County Department of 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.]
Comments Related to SDP2018-00089 (Pantops Corner) that Still Pertain to SDP2019-00013:
1. [General Comment; Chapter 14, Subdivision Ordinance] An easement plat is currently under review for Pantops
Corner (SUB2019-00059). Any easements on this plat that affect TMP78-5A will have to be shown on the site plan,
with deed book and page numbers referenced. The dedication of land for the widening of Route 250 is also included on
this plat, so the reference for this plat will be required for that dedication shown on the site plan once the plat is approved
and recorded.
2. [General Comment] Please be aware that existing conditions and boundary lines will change, as the site plan and road
plan for Pantops Corner have not been approved yet. These elements will have to be revised on this Wawa site plan to
reflect what is included in the final approved versions of the Pantops Corner plans.
3. [General Comment; 4.15] Signs are not approved with the site plan. Signs, such as the monument signs depicted, are
reviewed and approved through a separate sign application process, which includes ARB review as this site is within the
Entrance Corridor.
4. [32.5.2(k)] Please show the location of all proposed sewer and drainage easements. Label as "proposed" with a size/width
measurement.
5. [32.5.2(1)] Please show the location of all proposed utility easements. Label as "proposed" with a size/width
measurement.
6. [32.7.91 There is a gray dashed line extending from Route 250 along Pantops Corner Way to Travelway B, approximately
5 feet off the property line. There is also no clear label of this line on the site plan. It appears that this line may be the
access easement for Pantops Corner Way (SUB2019-00059). Please clarify if this is the case.
In addition, as previously mentioned, there is an easement plat under review for Pantops Corner. Please continue to be
aware of these proposed easements, as landscaping may not be able to share space with these easements.
7. [General Comment] SDP2018-00089, Pantops Corner, must be approved prior to approval of this site plan. As
SDP2018-00089, is still under review, elements may continue to change. Those revisions will also have to be reflected
in the site plan for Wawa.
8. [General Comment] A boundary line adjustment plat will have to be submitted and reviewed by County staff regarding
the Wawa parcel, as the property lines shown on this plan differ from existing conditions. Staff acknowledges that the
BLA may not be submitted until the location of the proposed road and improvements has been approved. This boundary
line adjustment plat has been submitted for review by the County but not yet approved (SUB2019-00129), pending
approval of the easement plat (SUB2019-00059).
9. [32.5.2(i)] As Pantops Comer Way and the access road to the north of the property are required for development of the
Wawa parcel, these proposed streets need to be shown on the proposed site plan. They need to be included as integral
parts of this site plan, not shaded grey with the expectation that they are already in place. There is no final site plan
approved yet for the other two parcels, and the construction of the entire road network in this area, so the timing of
development is not yet known. In addition, the widening of U.S. Route 250 to accommodate a turn lane must also be
included on this plan.
All other required improvements must also be shown, including sidewalks and landscaping along both sides of the two new
streets (Pantops Corner Way and the access street to the north of the Wawa property), and along the turn lane of Route 250.
These improvements must be shown on this site plan, as this site plan must be able to stand on its own, in case a final site
plan for the adjacent properties does not get approved, or if this project moves toward construction prior to the project on the
adjacent parcels. Please be aware that elements may change until SDP2018-00089 is approved by the County, and any
such changes will have to be reflected in this site plan for the Wawa, if applicable.
10. [32.5.2(n)] Please provide the location of all existing and proposed improvements, including the new roads and sidewalks
that extend onto the adjacent properties.
The full set of improvements for the adjacent properties (SDP201800039) should be shown on a new sheet, not the existing
conditions sheet. Comment still applies until SDP2018-00089, Pantops Corner, is approved, and all improvement shown
on the approved plan are reflected on the Wawa plan.
11. [32.5.2(n)] Sidewalks must be provided along both sides of the two new streets, as well as along 250. Please show them.
Final location will be determined with the approval of SDP2018-00089. This site plan must reflect the improvements
as shown on that approved site plan.
12. [32.7.91 The landscape plan, CP-101, indicates that the "walls and landscaping [along Pantops Corner Way are] to be
constructed/installed with the Pantops Corner development." However, the most recent submittal of that site plan, SDP2018-
00089, indicates on sheet C8 of 20 that the required 13 interior streets trees along Pantops Corner Way are shown for reference
only and the landscape design will be on this site plan, SDP2019-00013 (in the required landscaping calculations). Please
clarify on which site plan the required interior street trees along Pantops Corner Way are to be shown for installation.
13. This landscape plan indicates that the existing canopy (from Pantops Corner development) is 6,742 square feet. However,
SDP2018-0009, the Pantops Corner plan, indicates only 5,184 square feet of total canopy for TMP 78-5A. Please clarify this
discrepancy.
Remaining Comments from Previous Reviews:
The original comments from the review and action letter for SDP2018-00078 are in gray font. Follow-up comments from the
review of the final site plan, SDP2019-00013, are in bolded black font. Please address these follow-up comments as well.
1. [32.5.2(a)] The Overlay District note on the cover sheet should include "Steep Slopes — Managed," as well as the
overlay districts found on the other two parcels, which include "Steep Slopes — Preserved" and Floodplain Hazard
Overlay District." These various overlay districts should be identified by which parcels they are located on. These
overlay districts should also be shown on each sheet where the property is shown, including the Existing Conditions,
Site and Utility Plan, and Landscape Plan, as well as the requested new sheet from comment #2.
In addition, all other aspects of the Project Data should include information for all three parcels, as a portion of this
project does extend on the two adjacent parcels as well. The site data for Pantops Corner (78-G1, 78-5B, etc.) also
needs to include Steep Slopes — Managed. The Steep Slopes — Managed overlay district needs to be included in
the overlay zoning districts note in the site data table. It appears that only the Preserved Steep Slopes are
included.
2. [32.5.2(n)] Reduce the height of the canopy, as requested by the County's Architectural Review Board. Current
development review staff defers to ARB on this comment. Canopy height must meet requirements of the ARB.
3. [32.5.2(p)] The landscape plan must show all landscaping that is currently shown on the approved initial site plan,
SDP201800039. Please be aware that landscaping shown on the plan may change depending on what is included
in the final approved version of SDP2018-00089.
4. [32.7.9] Please provide individual landscaping schedules for required landscaping in accordance with Sections
32.7.9.5, 32.7.9.6, 32.7.9.7, 32.7.9.8 of the Zoning Ordinance. Each schedule should state the Botanical Name and
Common Name of each species proposed, the proposed caliper and height at time of installation, and the canopy
coverage area per plant species. The canopy area for each species can be found on the Albemarle County
Recommended Plants List and Albemarle County Plants Canopy Calculations tables. PDFs of these documents can
be accessed through the Department of Community Development webpage: LINK. Additional comments may be
provided regarding landscaping once a more complete landscape plan has been submitted.
a. [32.7.9] Indicate what landscaping is being used to fulfill the requirement for the required parking lot
landscaping. Provide calculations showing how the "maximum amount of paved parking and vehicular
circulation" of 5% requirement for landscaping is being met. Provide the square footage of the individual
parking lot planting areas so staff can calculate the required amount.
New Comments from Second Review:
1. [General Comment] The Landscape Plan, CP-101, is missing from the sheet index on the cover sheet.
Please contact Andy Reitelbach in the Department of Community Development at areitelbachgalbemarle.org or 434-
296-5832 ext. 3261 for further information.
Comments from Other Reviewing Divisions and Agencies:
Albemarle County Engineering Services (Engineer) — John Anderson, janderson2nalbemarle.org-- Requested
changes; please see the attached memo.
Albemarle County Building Inspections — Michael Dellinger, mdellingerkalbemarle.org — Requested changes; please see
the attached memo.
Albemarle County Architectural Review Board (ARB) — Margaret Maliszewski, mmaliszewskikalbemarle.org —
Requested changes; please see the attached memo.
Albemarle County Service Authority (ACSA) — Richard Nelson, rnelson e,serviceauthori , .org — Requested changes;
please see the attached memo.
Virginia Department of Transportation (VDOT) — Adam Moore, Adam.Mooregvdot.vir ig nia.gov — No objection;
please see the attached memo.
4
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
Project:
Wawa Pantops Corner — Final Site Plan
Plan preparer:
Ryan Perkins, Kimley-Horn Associates, 1700 Willow Lawn Drive, Suite 200
Richmond,VA 23230 [ryan.perkinsgkimley-horn.com ]
Owner or Rep:
Pantops Corner LC, 12704 Crimson Court, Suite 101; Henrico,VA 23233-7657
Applicant:
Paul Sprouse, The Rebkee Company, 2800 Patterson Ave, Suite 200
Richmond, VA 23221 [psprousegrebkee.com]
Plan received date:
6 Mar 2019
(Rev. 1)
29 Aug 2019
Date of comments:
23 Apr 2019
(Rev. 1)
24 Sep 2019
Reviewer:
John Anderson
Project Coordinator: Andy Reitelbach
SDP2019-00013 (Comments below from ISP, SDP2018-00078)
MEMO,
1. Provide 1" =2,000 (or less) scale vicinity map. (FSP) Addressed.
2. Include SDP201800078 in revised initial site plan title. (FSP) Addressed. As fbllow-up: With
assignment of FSP file identifier, please revise next submittal to ref. SDP2019-00013. (Rev. 1)
Addressed.
3. Engineering recommends include ZMA201300002 proffer on title sheet. (FSP) Addressed.
4. Ref. WPO201800088 (Pantops Corner VSMP Plan) as well as WPO201400028, Mass Grading
and Erosion & Sediment Control Plan for Pantops Corner, approved 6/11/14, with estimated area to
be disturbed =7.01 Ac. (FSP) Addressed.
5. Note: Site under development does not have an existing stormwater management plan. A Mass
Grading and ESC Plan was approved, 6/11/14. No development layout is shown with the Mass
Grading and ESC Plan. Grandfathering (9VAC25-870-48) would not apply in this instance, for this
reason. VAR IOE170 (VSMP Program VPDES) permit was issued for mass grading on 9/9/14.
Grading has been performed, and site should be stabilized. If mass grade operations are complete, and
site stabilized, it is time to terminate VARIOE170, and apply for a new VSMP permit for never -
reviewed proposed development on this parcel. Further, VDEQ SWCGP database lists Construction
Activity Operator (VARI OE170) that does not match Initial Site Plan Owner information. Albemarle
does not accept the position that this development is eligible for grandfathering, but views development
subject to stormwater quality and quantity requirements at 9VAC25-870-65 and 9VAC25-870-66.
(FSP) Review error. Comment withdrawn.
CV- 101 (Existing Conditions)
6. Do not show: (FSP) Item 6 Addressed.
a. Proposed development on TMP 78-58G1, which does not exist.
b. Any proposed development features on TMP 78-5A, unless they exist.
C. Show existing features only. If Applicant arranged with Planning Division to represent
proposed features on CV-101 (Existing conditions), provide whatever elements were
requested as an Exhibit or separate ISP sheet with appropriate title.
Engineering Review Comments
Page 2 of 7
7. Do show: (FSP) Item 7 Addressed.
a. Full width of U.S. Rt. 250 where it fronts TMP #78-5A. Show existing travel lanes, turn
lanes, traffic signs, median, etc.
b. Steep slopes (Ref. County GIS Critical Resource layer). Managed steep slopes exist on
this parcel.
C. Proposed RW for private road Pantops Corner Way. (FSP) Addressed. Applicant
response: `The proposed public access easement for the Pantops Corner Way is shown on
Sheet CV-102 and CS- 101. There is no proposed right-of-way for this road.'
8. Add Note stating that all known existing easements are shown, or that none exist on TMP# 78-5A.
(FSP) Addressed.
9. Provide Ownership information for parcel under development, and adjacent parcels: provide
TMP#, owner name, DB/PG. (FSP) Addressed.
CS- 101 (Site and Utilitv Plan
10. Transfer proposed development features from CV- 101 to CS- 101, including:
a. For FSP approval (submit /respond to comments until approved):
i. Retaining wall design, since proposed retaining walls support necessary
infrastructure (engineered plans, not generic manufacturer's details). Consider
county retaining wall plan review checklist. (FSP) Not addressed. See proposed
plan view information, Final Site Plan checklist (Attached). Engineering restates
requests for design to consider retaining wall plan review checklist. Specifically:
1. Provide complete retaining wall design specific to site design and site
geotechnical parameters sealed by a geotechnical PE, for all walls that
support infrastructure, roads, parking lots, drive aisles, or in close proximity
to a property line. Final Site Plan checklist for reviewers states: `Retaining
Wall Plans checklist. Any walls supporting roads or necessary infrastructure
require engineered plans (not generic manufacturer's details) and computations.
,Design Manual, section 8} This will also be required where walls are close to
property lines and there is the danger of affecting neighboring property, either
during construction, with later failures, or with pedestrian or vehicle safety.
These concerns can be alleviated with layout spacing also. In any case,
retaining walls will require building permits at construction.' (Rev. 1)
Addressed.
2. Delete reference labels that appear to transfer design responsibility to
Pantops Corner Development. Engineering requires retaining wall design
checklist items for retaining walls integral to Wawa site development. (Rev.
1) Addressed.
3. Provide private easements for retaining walls (Access /maintenance).
(Rev. 1) Withdrawn. Plan review checklists (site /retaining wall) do not
explicitly reference RW easements. Also, it is late to request retaining wall
easements with Pantops Corner final plat (SUB201900059). Walls will be
built with the Pantops Corner Development, not Wawa.
4. Label all six sets of retaining walls shown on plan sheet CV-102
(including a 2-tier wall, and a 3-tier wall). Label 1 - 6, or A - F. (Rev. 1)
Addressed.
5. Only the 5' segmental block retaining wall is exempt from requirement
to provide detailed, PE -sealed plan /profile design. (Rev. 1) Addressed.
Retaining Wall Design: 5/28/19, Michael R. Circeo/PE. Ref. Laura Anderson, KHA, 8/22/19 email Attachment.
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Engineering Review Comments
Page 3 of 7
_ S 0 St.. 331,
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2 General Notes/ Design Parameters Anchor Diamond Pro Segmental Retaining Walls
3-4 Details
5 Wall A - Ste. 0 to Ste. 184.5 Pantops Corner
6 Wall B - Ste. 0 to Stu. 187.5
7 Wall C - Ste. 0 to Stu.136 Albemarle County, Virginia
8 Wall D - Ste. 0 to Ste. 120 Site Plan Adapted From the Grading Plan, Sheet No. C6 of 19, Dated December 7, 2018
9 -10 Wall E - Ste. 0 to Ste. 237
11- 12 Wall F - Ste. 0 to Ste. 283.5 (Rev. 6 - 4/12/19), Prepared by Shimp Engineering, P.C.
13 - 14 Wall G - Ste. 0 to 5ta. 331.5 Site Plan For Illustrative Purpose.
15 - 16 Wall H - Stu. 0 to Stu. 366 Approx. Scale: I" = 100 FT
Drainage plans. Consider county drainage plan review checklist, including:
1. Drainage structure typ. details. (FSP) Partially addressed. As ollow-
M: Please include 2016 VDOT R&B Std. details (Site Details); including:
(Rev. 1) Items a_e., addressed.
a. Drop inlets, DI-1, DI-3B/C
b. MH Safety steps, SS-1
C. Pipe bedding, PB-1
d. Inlet shaping, IS-1
e. Manhole, MH-1
Please also include commercial entrance detail:
f. CG-11 (2016 R&B Standards) (Rev. 1) Not Addressed.
Engineering Review Comments
Page 4 of 7
2. Pipe and inlet type, length, diameter, material, slope, etc. (FSP)
Addressed.
3. Calculations (LD-204, LD-229)
a. Velocity /Capacity /Inlet spread and depth. (FSP) Partially
Addressed. As,follow-uR: Provide LD-204 Inlet computations.
(Rev. 1) Partially addressed. As follow-up: 8. V spread at LD-204
Table Str. ID 7 appears excessive since located at site entrance.
Please lengthen throat opening, this structure.
4. Profiles, all elements labeled. (FSP) Addressed. As follow-up: In
profile (CG-103), label Str. B7 and A13 as BY OTHERS, since not existing.
Also, Engineering recommends increase pipe slope from minimal acceptable
0.5% to 0.55%, for example. Often, designing to a minimum introduces
issues during construction. This is a recommendation, not a requirement.
(Rev. 1) Addressed.
5. Label inlets, pipes, and structures (FSP) Partially Addressed. As
.follow-up: Please revise plan sheet CG-101 to Grading and Drainage Plan.
(Rev. 1) Addressed.
iii. Water and sewer line profiles. (FSP) Addressed. (Note: Water Line N/A)
iv. WPO201800088, Pantops Corner, must be approved (prior to Wawa at
Richmond Road and Stores Point Road FSP Approval). (FSP) Comment persists as
noted, elsewhere. (Rev. 1) Addressed. WPO201800088 (Pantops Corner) was
approved 7/23/19.
V. Include Exhibit for o -site (TMP #78-58G1) SWM facilities required to meet
stormwater quality and quantity requirements. (FSP) Not addressed; nor to be
immediately addressed. Applicant (KI-IA) should coordinate with Pantops Corner
LLC (hotel) design engineer (Shimp Engineering) to obtain at least conceptual
stormwater management design information to address water quality and quantity
requirements. At present, Wawa and Pantops Corner, LC (hotel) sites are owned by
a single entity. That site plan application processes are pursued by distinct entities
with Wawa site plan that includes direct /indirect reference to work to be performed
by others (Pantops Corner LC), but there is a single owner (Pantops Corner, LC) at
this time. The VSMP plan, WPO201800088, which amends WPO201400028, must
be approved and bonded, with Wawa site properly registered with DEQ before
SDP201900013 can be approved. Given current single ownership with sale pending
to separate entity, this site plan should include an Exhibit consistent with
WPO201800088 design at point of VSMP approval that ties SWM compliance
requirements and compliance responsibility to the current owner of TMP #78-5A
(Wawa site). Engineering recommends plan sheet images that capture salient specific
SWM facility design information, titled SWM Exhibit Lor reference P!UN. Subtitled:
Ref. WPO201800088 for approved VSMP plan. (Rev. 1) Addressed. Also, see item
33.b., below.
vi. WPO201800088 must be bonded. (FSP) Comment persists. (Rev. 1)
Comment may persist. Will confirm with Management Analv�t if bond posted.
(Revl-rev.) Addressed. Email, A. Kilmer (8/2/2019 4:44 PM): `$450,440 water
protection performance bond has been posted and approved [WPO201800088]. The
stormwater agreement has been approved and it needs to be recorded at the clerk's
office. The nutrient credits were approved 7/18/19.'
vii. Pantops Corner Way must be (built or) bonded to limits required by Planning
Division, as defined by ZMA201300002 proffer. (FSP /Rev. 1) Comment persists.
Applicant response: `Comment noted.' (Rev. 1) Additional: Planning has no
Engineering Review Comments
Page 5 of 7
objection to road plan (comment d. 9/6/19). Engineering will coordinate with
Planning to determine limits of road required to be bonded for FSP approval.
11. Note: Provide Road Plan under separate Application to County at earliest convenience. Ensure
road plan design for Pantops Corner Way considers Road Plan checklist for plan reviewers, and
includes a temporary turnaround meeting VDOT, Fire Rescue, and ACDSM needs, unless fully
con ' -en U.S. Rt. 250 and R. 20 with Wawa. '
SUB201900024 is under review. (Rev. 1) Comment persists. Nearly all Road Plan review comments
addressed.
12. Light grayscale indicates Pantops Corner Way is existing. Revise to show Pantops Corner Way is
proposed and is to be constructed with Wawa site plan to limits defined by Planning. Provide
turnaround sufficient to meet multiple agencies temporary turnaround requirements. (FSP) Partially
addressed. Applicant response: `The Pantops Corner Way is shown as proposed on Sheet CV-101 and
shaded as existing on Sheet CS- 101 as it will be existing during the construction of the Wawa parcel.'
As follow-up: Label Pantops Corner Way `to be constructed BY OTHERS' on plan sheet CS- 101. (Rev.
1) Addressed.
13. Loading width is less than 12', if exclude area occupied by bollards. Revise to provide min.
loading space width of 12'. (FSP) Addressed.
14. Delete note stating `Terraced Retaining Wall ...is to be designed and constructed as part of
Pantops Corner Development plans.' The terraced retaining walls are intrinsic to site development.
Include engineered PE -sealed retaining wall design plans with FSP. (FSP) Not addressed. Also, item
I O.a.i., above. Cormnent persists. Applicant response: `Once available the retaining wall plans will be
inserted into this plan set. It should be noted that the wall will be constructed by the current landowner
as part of the Pantops Corner Way plans and not by Wawa. It is a condition in the purchase contract
for this wall to be installed by the seller (current landowner).' Engineering welcomes this explanation.
Please submit detailed PE -sealed design for 5 of 6 retaining wall locations shown on CV-102, if CV-
102 remains part of Wawa FSP. If CV-102 is removed from this FSP (as Engineering recommends),
then provide detailed PE -sealed design for all retaining walls on TMP #78-5A prior to FSP approval.
(Rev. 1) Addressed. Ref. 5/28/19 Circeo Design, sheets 7-8. Also, Applicant response (8/27/19): `As
discussed, the retaining walls that are shown on the plans are all designed as part of the Pantops Corner
Development Plans (SDP2018-00089) and are not proposed with the Wawa parcel development.
Therefore, the call outs for the "retaining walls to be designed and constructed as part of Pantops
Corner Development Plans" will remain on CS-101.' Engineering understands /accepts this position.
15. Provide VDOT GR-4- 2 (guardrail) for parking spaces fronting retaining wall; ensure sufficient
parking space depth, once guardrail is installed. (FSP) Addressed.
16. Proposed SS line appears discontinuous. Revise to show connection with Ex. SS, or extend
proposed SS to a logical endpoint. (FSP) Addressed.
17. If proposed retaining wall fronting Pantops Corner Way coincides with managed steep slopes,
ensure design meets (retaining wall) design standards at 18-30.7.5. (FSP) Comment persists.
Applicant response: `The wall plans will be submitted once available.' (Rev. 1) Addressed. Walls C,
D, fronting Pantops Corner Way appear to meet 18-30.7.5 stds. Ref. 5/28/19 Circeo Design, sheets 7-8.
18. Likewise, storm drain pipe from DI at third southernmost parking space facing Pantops Corner
Way is discontinuous. Clarify connection with downgradient elements of storm system. (FSP)
Addressed.
19. Review proposed bike rack to ensure adequate clearance between typ. bike and proposed sidewalk
(1'-2' clearance, recommended). (FSP) Addressed.
20. Show proposed easements, including:
a. Drainage (FSP) Partially addressed. As follow -lip: Show drainage easements on CG-
101, since CG-101 is a Drainage and Grading plan. CS-100, titled boundary plan, shows
drainage easements, and resembles a plat. Easements need to be shown with pipe /inlet
structures (and SWM facility) if they are to be evaluated. (Rev. 1) Addressed.
i. Ref. ACDSM, pg. 15
Engineering Review Comments
Page 6 of 7
b. Sidewalk (FSP) Withdrawn. Sidewalks appear to be within public access easement.
C. ACSA (FSP) Partially Addressed. CS-100 resembles a plat. Show ACSA easements
on CS-101. Same rationale as above: Engineering cannot evaluate easements against invisible
structures. (Rev. 1) Addressed.
d. Sight (FSP) Addressed.
e. RW (FSP) Addressed. Public Access Easement shown on CS-101.
21. Provide entrance sight lines, north -south, for vehicles exiting Wawa. (FSP) Addressed.
22. Label commercial entrance using VDOT nomenclature (CG-9a, etc.). (FSP) Addressed.
23. Label corner clearance distance from site entrance to U.S. Rt. 250. Engineering defers to VDOT.
(FSP) Addressed. Note: Engineering defers to VDOT on corner clearance distance.
24. Label any spilling curb and gutter. (FSP) Addressed.
25. Label entrance curb radius. (FSP) Addressed.
26. Show trench drains. (FSP) Partially addressed. As follow-up: South and East ends of trench are
labeled with elevations, which is helpful. Please provide additional trench, oil -water separator
elevations. Provide profile from the point where the two trenches join and a single pipe departs fuel
canopy, to Str. 7. (Rev. 1) Partially addressed. Asfollow-up: Please confirm INV. 1N /OUT for
Stormceptor, which appears inconsistent with detail, sheet CG-501
FS FS
396.29 395.46 OIL WATER
TC FS SEPARATOR
SEE STORMCEPTOR DETAIL INV. IN: 393.27
ON SHEET CC-501 INV. OUT: 383.15
CS-502
27. Provide concrete specification; provide 3000 psi strength at 28 days. (FSP) Addressed.
28. Provide dumpster pad detail. (FSP) Addressed.
29. Provide CG-6 detail. (FSP) Partially addressed. Asfollow-up: 6" depth of `spilling' gutter must
match VDOT (CG-6) 7" gutter depth. Revise CS-501 Spilling Curb and Gutter detail depth to 7".
(Rev. 1) Addressed.
CG-101
30. Recommend spot elevations at entrance. (FSP) Partially addressed. Engineering recommends
spot elevations at entrance EP. (Rev. 1) Addressed.
31. Ensure spills from filling UG fiiel tanks reach trench drain. Check west -most UG tank, in
particular. (FSP) Withdrawn.
32. Show steep slopes, this sheet. (FSP) Addressed. Shown on CG-101.
33. Stormwater Management Narrative (Also, items 5, 10.a.iv, above): (FSP) Not addressed.
a.
There is no evidence at this point that -2.45 lbs. of phosphortis credits purchased 40M a
nutrient bank will satisfy stoFm ^*^r mama-^ :n
ents. Delete specific reference to
2.45 lb. credit from site plan; instead, reference WPO201800088. Transfer specific, detailed
SWM Narrative and design information to WPO201800088. (Rev. 1) Partially addressed.
As follow-up: Remove CG-102 from Site Plan. SWM approved 8/16/19 w/ WPO201900026.
b. Please note that WPO201800088 references 8.3 lb. purchase. W° Fti_,rmaTien-has
nat been -eviewed in detail; presentation and integration of TMP #78-5A and 78-58G1 SWM
requirements into a single WPO requires care. (FSP) Comment persists. VSMP plan under
review. (Rev. 1) Addressed. WPO201900026 Plan (Wawa at Pantops Corner) was approved
8/16/19. WPO201800088 (Pantops Corner) was approved 7/23/19. Note: Amendment to
WPO201800088 is under review; this review does not affect WPO201900026 approval.
CP-101
34. Provide note for vegetative ground cover hardier than grass for areas between discrete individual
plantings north of retaining wall on north side of site (2:1 slope). Mulch may suffice. (FSP)
Addressed.
Engineering Review Comments
Page 7 of 7
35. Remove proposed street trees within drainage easement/s. Recommend show drainage easement/s
on Landscape plan. (FSP) Addressed.
36. Street trees appear to obstruct sight distance. Provide sight lines. Also, item #21 above. (FSP)
Addressed.
New
37. CV-102: It is unorthodox to include site information for separate parcel with separate site plan
application under review with Albemarle County (SDP201800089). This separate site plan may be
referenced, but detailed information shown with separate final site plan should not be included with
SDP201900013 Final Site Plan (Wawa), as Wawa FSP approval would then in effect approve
SDP201800089 site plan elements. Engineering defers to Planning. (Rev. 1) Comment persists.
Applicant response: `It is understood that the final site plans will not be approved until SDP2018-
00089 plans [Pantops Corner Final Site plan] have been approved.'
38. Note /Reminder: All roadway (Pantops Corner Way /U.S. Rt. 250 /SR 20) elements shown with
FSP201900013 must be consistent with Road Plan design at point Road Plan is approved
(SUB201900024). In other words, Road Plan approval is required prior to FSP approval. (Rev. 1)
Comment persists. Applicant response: `It is understood that the final site plans will not be approved
until Road plans FSP2019-00013 [SUB2019-00024] have been approved.
39. , � 01 /Site Legend: There is no concrete sidewalk detail on CS-501. Please provide concrete
sidewalk detail or revise title of Mountable curb/island and stamped concrete detail (CS-502), if this
detail may serve two purposes (stamped /plain). (Rev. 1) Addressed.
CS-101
40. Label sidewalk along U.S. Rt. 250 `by others.' (Rev. 1) Addressed.
41. Label sidewalk along Pantops Corner Way `by others.' (Rev. 1) Addressed.
42. Provide bumper blocks for all 18' L parking spaces adjacent to GR-2. (Rev. 1) Withdrawn.
Applicant response: `Wheel stops are not proposed adjacent to the retaining wall and GR-2 as Wawa
does not allow them on their sites due to safety/tripping hazards.' Although withdrawn, Engineering
recommends wheel stops as an additional safety measure for parking spaces adjacent to GR-2. There is
slight likelihood pedestrians exiting vehicles will walk in direction of either GR-2 or retaining walls.
43. Provide /show detectable surface at ramp on west side of stamped asphalt crosswalk. (Rev. 1)
Addressed.
Please call if any questions: 434.296-5832 —x3069
Thank you
SDP201900013 Wawa Pantops_FSP_092419revl
Review Comments for SDP201900013 Final Site Development Plan
Project Name: Wawa @ Pantops Corner - Final
Gate Completed: Friday, September 06, 2019 Department/Division/Agency: Review Status:
Reviewer- Michael Dellinger (- nn IncnF-rtinnc Requested Changes
Add the following note to the general site utility page:
ALL water lines, sewer lines; and fire lines from the main to the structure MUST have a visual inspection performed by the
building department.
Other than this no objection. mad
Review j']''jm nt for SDP201900013 Final Site Development Plan
Project blame: Wawa @ Pantops Corner - Final
Date Completed: Friday, September 20, 2019 DepartmentJDivision/Agency- Review Status:
Reviewer Margaret Maliszewski r°nn APR �I Requested Charges
Review Comments for SDP201900013 Final Site Development Plan
Project blame: Wawa @ Pantops Corner - Final
Gate Completed: Monday, September 30, 2019 DepartmentIDivisionfAgency: Review Status:
Reviewer-. Richard Nelson E-�� � LRequested Changes
Include Pantops Corner site plan number when referencing water installation_
Show water meter vault to scale_ Maintain 5 feet of separation between irrigation meter and vault_
Remove cross and install meter at end of line with threaded plug.
10 feet of easement will be required on all sides of meter vault.
Include typical meter box and setter detail
Submit an irrigation application AT FN_ Richard Nelson -
Call out 1-inch irrigation meter..
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
1601 Orange Fload
Culpeper Virginia 22701
Stephen C. Brich, P.E.
Commissioner
September 26, 2019
Andy Reitelbach
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Re: SDP-2019-00013- WaWa at Pantops Corner — Final Site Plan
Dear Mr. Reitelbach:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced plan as submitted by Kimley and Horn, dated August
27, 2019 and offer and find it to be generally acceptable.
If further information is desired, please contact Willis C. Bedsaul at 434-422-9866.
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 land Use Section at (434) 422-9399
for information pertaining to this process.
Sincerely,
Adam J. Mo re, P.E.
Area Land Use Engineer
Charlottesville Residency
WE DEEP VIRGINIA MOVING