HomeMy WebLinkAboutSP201300020 Staff Report 2013-10-21AIA .
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ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: SP2013 -00020 Chick -fil -A (Pantops)
Staff: Margaret Maliszewski, Principal Planner
Drive -thru Window
Planning Commission Public Hearing: January 14,
Board of Supervisors Hearing: TBA
2014
Owner(s): Corven D. & Katie H. Flynn
Applicant(s): Chick- fil -A, Matthew Stellmaker
Acreage: 1.4 acres
Rezone from: Not applicable
Special Use Permit for: Section 24.2.2(12)
Highway Commercial, Permitted Uses, by Special
Use Permit
TMP: Tax Map 78 Parcel 55A2
By -right use: HC, Highway Commercial
Location: 1626 Richmond Road, on the north side of
Route 250, across from State Farm Blvd.
Magisterial District: Rivanna
Proffers /Conditions: Yes
Requested # of Dwelling Units /Lots: not applicable
DA- X RA -
Proposal: Request for a special use permit to
Comp. Plan Designation: Urban mixed use —
establish a drive -thru window associated with a
retail, commercial services, office, and a mix of
fast food restaurant
residential types
Character of Property: The property contains the
Use of Surrounding Properties: The area is
building previously occupied by Aunt Sarah's
characterized by a mix of commercial and
Pancake House and its related site improvements.
residential development.
Factors Favorable:
Factors Unfavorable:
1. The ARB has completed a preliminary review of
1. A bypass lane has not been provided and
this proposal and had no objection to the
Engineering staff has determined that one is
proposed use.
needed.
2. There is no conflict anticipated between
vehicles stacked in the drive -thru lanes and
vehicles in the parking lot or off -site traffic.
Recommendation: Based on findings presented in the staff report, staff recommends approval with
conditions.
SP201300020 — Chick -fil -A (Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 1
STAFF CONTACT:
PLANNING COMMISSION:
BOARD OF SUPERVISORS:
Margaret Maliszewski, Principal Planner
January 14, 2014
TBD
PETITION:
PROJECT: Request for a special use permit to establish a drive -thru window associated with a fast food
restaurant
ZONING: HC Highway Commercial — commercial and service; residential by special use permit (15
units /acre); EC Entrance Corridor — overlay to protect properties of historic, architectural or cultural
significance from visual impacts of development along routes of tourist access
SECTION: 24.2.2(12) Highway Commercial, Permitted Uses, by Special Use Permit
COMPREHENSIVE PLAN: Urban mixed use — retail, commercial services, office, and a mix of
residential types (6.01 -34 units /acre)
LOCATION: 1626 Richmond Road, on the north side of Route 250, across from State Farm Blvd.
TAX MAP /PARCEL: 078000000055A2
MAGISTERIAL DISTRICT: Rivanna
CHARACTER OF THE AREA:
The property contains the building previously occupied by Aunt Sarah's Pancake House and its related
site improvements. The surrounding area (see Attachment A) is characterized by a mix of commercial
and residential development. The Luxor commercial development and a drug store with a drive -thru
window is located to the west. The Pavilions townhouse development is located to the north /northwest.
Office buildings are located to the east. The Westminster Canterbury development is located to the
northeast. Banks with drive -thru windows are located across Rt. 250 to the south.
PLANNING AND ZONING HISTORY:
This property was first subdivided in 1968 (SUB -494: Charles W. Hurt). In 1969 the Board of Supervisors
approved an application (SDP -336: Spectrum East Site Plan) for a restaurant with retail sale of beer and
dancing on the site, and the Planning Commission approved the corresponding site plan for a "restaurant
and dance hall located on Pantops Mountain" in May of that year. In August of 2013 the ARB reviewed a
preliminary plan for the current proposal. The ARB's action is included as Attachment B.
DETAILS OF THE PROPOSAL:
The applicant proposes to build a Chick -fil -A fast food restaurant with a drive -thru window and associated
drive -thru lanes. The proposed restaurant is a by -right use in the HC zoning district. Only the installation
of the drive -thru requires the Special Use Permit. The proposed layout is described as an "isolated drive -
thru" which separates the drive -thru functions (on the east, south and west sides of the building) from the
parking lot and its vehicular access aisles, and from pedestrian circulation (all on the north side of the
building). Vehicles enter the drive -thru system from the parking lot on the west side of the building.
Vehicles divide into two order lanes approximately 50' from the drive -thru entrance. After placing orders
at the ordering stations on the south side of the building, vehicles merge to a single lane, then proceed to
the pick -up window located on the east side of the building. After pick -up, vehicles return to the parking
lot. The proposed drive -thru layout includes no bypass lane. See Attachments C, D and E for the
proposed site layout, grading and landscaping plans.
ANALYSIS OF THE SPECIAL USE PERMIT REQUEST
Section 33.8 of the Zoning Ordinance states that the Planning Commission and Board of Supervisors
shall reasonably consider the following factors when reviewing and acting upon an application for a
special use permit:
SP201300020 — Chick -fil -A ( Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 2
No substantial detriment. The proposed special use will not be a substantial detriment to
adjacent lots.
The proposed travelways and interparcel connections will extend from State Farm Blvd. northward
along the east side of the subject parcel, and continue the extension westward to connect to the circle
at Rolkin Road located behind the Luxor development. A connection would also be provided from the
State Farm Blvd. extension to the offices located to the east of the subject parcel. These proposed
road connections are expected to improve traffic flow in the immediate area. The proposed on -site
layout is expected to accommodate all stacking movements on site. Due to the location of the drive -
thru lanes, circulation is such that drive -thru traffic is not expected to delay off -site traffic and,
therefore, is not expected to negatively impact adjacent property.
Character of district unchanged. The character of the district will not be changed by the
proposed special use.
The drive -thru use is well - established in the immediate area. Drive -thru windows and lanes are found
at the Rite -Aid pharmacy, UVA Community Credit Union, Guaranty Bank, Department of Motor
Vehicles, Liberty gas station, and First Citizens Bank. The Chick -fil -A proposal differs from these
established uses in two main ways: 1) the drive -thru lanes are prominently located on the street side
of the building, and 2) two order lanes are proposed with no bypass lane. The ARB has completed a
preliminary review of the proposal and determined that the location of the drive -thru lanes is
sufficiently mitigated by the proposed landscaping, the treatment of the topography and retaining
walls, and the building design. (See Attachment B.) With a design meeting the Entrance Corridor
design guidelines, and consistent with the design already reviewed by the ARB, the character of the
district is not expected to change with the proposed use. Should a bypass lane be required as
recommended by Engineering staff, ARB staff believes that impacts of such a design can still be
mitigated to the satisfaction of the ARB.
Harmony. The proposed special use will be in harmony with the purpose and intent of this
chapter,
The HC zoning district is established to permit development of commercial establishments oriented to
major highways in urban areas. A fast food restaurant with a drive -thru window is highway oriented
and would be of service to the Pantops community.
It is also intended that the HC district provide for sites with adequate frontage and depth to permit
controlled access to public streets. VDOT has recommended the closure of N. Pantops Drive if State
Farm Blvd. is to be extended as currently illustrated. The applicant has agreed to include this work in
the Chick -fil -A proposal and is working with the Luxor property owners to coordinate the work, which
would result in suitable access from the public street. As the issue is not specifically tied to the drive -
thru window request, its final resolution can be handled with the site development plan that is required
for the proposal.
...with the uses permitted by right in the district
Eating establishments, fast food restaurants, and financial institutions are among the uses permitted
by right in the HC zoning district. Drive -thru windows are common with these uses and are present
throughout the district. A drive -thru window at this site is expected to be in harmony with other by -right
uses in the district.
...with the regulations provided in section 5 as applicable,
SP201300020 — Chick -fil -A ( Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 3
There are no supplemental regulations in section 5 applicable to this use.
...and with the public health, safety and general welfare.
Drive -thru windows require a special use permit due to concerns regarding access, circulation, and
traffic volumes. Zoning Ordinance section 4.12.17.c.2(a) allows the county engineer to require a
bypass lane when necessary based on travelway length, nature of the land use, and internal traffic
circulation. Historically, the county has required bypass lanes for drive -thru windows associated with
fast food restaurants. Engineering staff has reviewed the Chick -fil -A request for a drive -thru window
and has determined that a bypass lane is required for safety and better on -site maneuverability (due
to vehicle break - downs, emergencies, and other needs to leave the queue).
Zoning Ordinance section 4.12.2.c allows for modification or waiver of the bypass lane requirement if
the proposed modification would equally or better serve the public health, safety or welfare. The
applicant has requested a waiver of the requirement based on the "isolated drive -thru" layout and the
average time spent in the drive -thru lane. The "isolated drive -thru" is intended to increase safety on
site by segregating drive -thru traffic from the parking lot and from pedestrian traffic. The applicant
explains that safety in the drive -thru is not an issue because, on average, six vehicles stack in the
drive -thru lane and vehicles spend only 203.88 seconds there (based on a Quick Service Restaurant
magazine study). The layout plan shows the maximum number of vehicles that can fit in the drive -thru
lanes, from entry point to order stations, is 14. (See Attachment F for the full text of the applicant's
waiver request.) Design Planning staff believes it is possible to accommodate a bypass lane and meet
the Entrance Corridor standards, but notes that major changes to the layout that impact the character
and /or appearance of landscaping, retaining walls and /or building design could alter the ARB's
recommendation on the proposed plan and use.
Consistency with the Comprehensive Plan. The use will be consistent with the Comprehensive
Plan.
The Comprehensive Plan designates this property for Urban Mixed Use, which encourages a mix of
retail, commercial services, office and a variety of residential types. The Pantops Master Plan includes
this site in the Luxor/Westminster Canterbury mixed use neighborhood, which it identifies as an
emerging Community Center. From Pantops Mountain Road west, the plan calls for an urban
streetscape with building orientation to Route 250. The proposed Chick -fil -A building is oriented
parallel to Rt. 250, but the building entrance does not face Rt. 250. The entrance is located on the
north side of the building. The Entrance Corridor design guidelines state that buildings fronting
Entrance Corridor streets should be oriented parallel to the corridor. The ARB has completed a
preliminary review of this proposal and had no objection to the building orientation, based on the
building design, grading, retaining wall design and landscaping proposed. With the proposal as
illustrated, the use is considered consistent with the Comprehensive Plan.
SUMMARY:
Staff has identified factors which are favorable and unfavorable to this proposal:
Factors favorable to this request include:
1. The ARB has completed a preliminary review of this proposal and had no objection to the
proposed drive -thru use.
2. There is no conflict anticipated between vehicles stacked in the drive -thru lanes and vehicles in
the parking lot or off -site traffic.
SP201300020 — Chick -fil -A ( Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 4
Factors unfavorable to this request include:
1. A bypass lane has not been provided and Engineering staff has determined that one is needed
to meet safety and on -site maneuverability issues.
RECOMMENDED ACTION:
Based on the findings contained in this staff report, staff recommends approval of SP 2013 -20 Chick -fil -A
(Pantops) Drive -thru with the following conditions:
1. Development and use shall be in general accord with the following plans prepared by Horton &
Dodd, PC: Sheet C -2.0 "Layout Plan Option 1 6- 25 -13" dated 6/6/13 (hereafter "Layout Plan "),
Sheet L -1.0 "Landscape Plan" dated 10/14/13 (hereafter "Landscape Plan "), and Sheet C -3.0
"Grading and Drainage Plan" dated 7/5/13, as determined by the Director of Planning and the
Zoning Administrator. To be in general accord with the specified plans, development and use
shall reflect the following major elements as shown on the plans:
• Building location, orientation and mass
• Relationship of drive -thru lanes to the building and the parking lot
• Location and general character of landscaping
• Relationship of retaining walls to the building and landscaping
Minor modifications to the plan to accommodate condition #3, and that do not otherwise conflict
with the elements listed above, may be made to ensure compliance with the Zoning Ordinance.
2. Drive -thru windows shall be limited to one (1).
3. A bypass lane shall be provided for the drive -thru window, the full length of the drive -thru lane
and the bypass lane, subject to county engineer approval.
4. The applicant is responsible for installation and maintenance of control devices including but not
limited to signage and pavement markings at the entrance and exit points of the drive -thru lanes,
subject to county engineer approval to ensure appropriate and safe travel patterns.
5. The use shall not commence prior to the issuance of a Certificate of Appropriateness by the
Architectural Review Board.
6. The use shall commence on or before [date two years from Board approval] or the permit shall
expire and be of no effect.
Motions:
Special Use Permit
A. Should the Plannina Commission choose to recommend aaaroval of this special use
I move to recommend approval of SP 20130020 Chick -fil -A (Pantops) Drive -thru with the
conditions outlined in the staff report.
B. Should the Plannina Commission choose to recommend denial of this special use permit:
I move to recommend denial of SP 20130020 Chick -fil -A (Pantops) Drive -thru because a
bypass lane is not provided but one is required for safety and on -site maneuverability.
SP201300020 — Chick -fil -A (Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 5
Waiver
A. Should the Planning Commission choose to recommend approval of the waiver request:
I move to recommend approval of the waiver of the bypass lane requirement associated
with SP 20130020 Chick -fil -A (Pantops) Drive -thru.
B. Should the Plannina Commission choose to recommend denial of the waiver reauest:
I move to recommend denial of the waiver of the bypass lane requirement associated with
SP 20130020 Chick -fil -A (Pantops) Drive -thru because a bypass lane is not provided but
one is required for safety and on -site maneuverability.
ATTAC H M E N
Attachment A
Attachment B
Attachment C
Attachment D
Attachment E
Attachment F
TS
— Area Map
— ARB Action Letter
— Layout Plan
— Landscape Plan
— Grading Plan
— Waiver Request
SP201300020 — Chick -fil -A (Pantops) Drive -thru Window
Planning Commission: January 14, 2014
Page 6
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
August 23, 2013
J. Gregory Dodd, P.E.
Horton & Dodd, PC
300 George Washington Hwy. N.
Chesapeake, Va 23323
RE: ARB- 2013 -90: Chick -Fil -A Pantops
TMP: 078000000055A2
Dear Mr. Dodd:
The Albemarle County Architectural Review Board, at its meeting on August 19, 2013, reviewed the
above -noted request. The Board took the following actions.
Regarding the Special Use Permit, the Board by a vote of 4:0, forwarded the following
recommendation to the Planning Commission:
The ARB has no objection to the drive -thru use given the revised plan presented on
8/19/13 showing two drive - through lanes and no bypass lane. The benefit of this
configuration is that the visual impact of the site retaining wall is minimized and a
continuous 7' minimum utility -free and easement -free planting area is created between
the retaining wall and the EC. Size and quantity of landscaping will likely be required to
exceed EC Guideline minimums to mitigate visual impacts of the use and related
features of the development.
Regarding the Preliminary Site Plan, the Board made the following comments and suggestions
for the benefit of the applicant's next submittal.
1. Develop further detailing, consistent with the established design language, at the top of the
wall and roof edge.
2. Provide details on the drive -thru canopies, their green- screen end supports, and the plants
intended to grow on the green screens.
3. Provide a treatment for the mechanical, meter and service doors to eliminate the "back of
building" appearance.
4. Include the equipment visibility note on the site and architectural drawings: "Visibility of all
mechanical equipment from the Entrance Corridor shall be eliminated."
5. Provide a dumpster enclosure detail on the plan.
6. Provide the reflectance value of the window glass. Indicate on the drawings where the
frosted glass is proposed.
Landscaping
7. Provide a complete plant schedule for review.
8. Revise the plant symbols for greater clarity.
9. Provide large shade trees 3'/2" caliper at planting, 35' on center, along the EC frontage,
outside of utilities and easements.
10. Provide interspersed ornamental trees along the EC frontage, outside of utilities and
easements.
11. Increase the variety of shrubs provided, particularly along the retaining wall. Limit the
number of proposed plants for any one species to 25% of the total proposed for that plant
type (tree or shrub).
12. Eliminate one of the drive -thru lanes or the bypass lanes to increase planting area.
13. Increase the landscaping to offset the impacts of the size and prominence of the retaining
wall.
14. Provide plants and sufficient planting area at the base of the retaining wall in the area east of
the proposed building.
15. Plant trees, 2'/2" caliper at planting, at least 40' on center, along the east side of the entrance
drive and on the west side of the entrance drive at its north end. Show evidence of grading
and planting easements.
16. Ensure that the perimeter parking lot tree spacing and size requirements are met with on -site
trees.
17. Add the following note to the landscape plan: "All site plantings of trees and shrubs shall be
allowed to reach, and be maintained at, mature height; the topping of trees is prohibited.
Shrubs and trees shall be pruned minimally and only to support the overall health of the
plant."
Retaining Walls
18. Revise the site design to significantly reduce the height of the on -site retaining wall and to
provide sufficient utility -free planting area to meet the EC Guidelines and to offset negative
visual impacts, or terrace the wall and provide trees and shrubs at the base and terraces.
19. Provide plants and sufficient planting area at the base of the retaining wall in the area east of
the building.
20. Provide top of wall and bottom of wall elevations for both retaining walls.
21. Provide details and indicate the material and color of the retaining walls and railings and
provide samples.
Signs
22. Note that separate applications are required for signs and the freestanding sign location
can't be approved with the site plan; it can only be approved with the sign application.
You may submit your application for continued ARB review at your earliest convenience. Application
forms, checklists and schedules are available on -line at www.albemarle.org /ARB.
Revised drawings addressing the comments listed above are required. Include updated ARB
revision dates on each drawing. Please provide a memo including detailed responses indicating how
each comment has been addressed. 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.
If you have any questions concerning any of the above, please feel free to call me.
Sincerely,
Margaret Maliszewski
Principal Planner
cc: Flynn, Corven D & Katie H
P O Box 5849
Charlottesville Va 22905
LOT 1
PLAT SHOWING
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- D.B. 2503, PG. 73 -76 (PLAT)
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PARCEL ID: 07800- 00- 00 -055A8
EXISTING VARIABLE WIDTH
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SANITARY SEWER EA EM
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EXISTING 20' A.C.S.A.
SANITARY SEWER EASEMENT
D.B. 1098,
D.B. 1890, PG. 143 (PLAT)
ASPHALT -
LAYOUT DESIGN NOTES: 0
1. CURB AND GUTTER, CATCHING SECTION.
2. CURB AND GUTTER, SPILLING SECTION.
3. SIDEWALK WITH CURB AND GUTTER.
4. SIDEWALK HANDICAP RAMP.
5. CONCRETE SIDEWALK /PATIO.
6. 4" WIDE, WHITE PAINT STRIPE.
7. 4" WIDE, BLUE PAINTED STRIPE.
8. BLUE, PAINTED, HANDICAP PARKING SYMBOL.
9. 'DRIVE THRU' PAINTED GRAPHIC.
10. STOP LINE PAINTED GRAPHIC.
11. DIRECTIONAL ARROW PAINTED GRAPHIC.
12. BOLLARD AT PICK -UP WINDOW.
13. BOLLARD WITH HANDICAP SIGN 'VAN ACCESSIBLE'
14. BOLLARD WITH HANDICAP SIGN.
15. DRIVE THRU AREA PLAN.
16. DRIVE THRU ISOMETRIC PLAN.
17. REFUSE /STORAGE BUILDING, SEE ARCHITECTURAL PLANS.
18. REFUSE ENCLOSURE FOUNDATION.
19. CONCRETE RAMP TO TRASH ENCLOSURE.
20. CONCRETE APRON AT TRASH ENCLOSURE.
21. CONCRETE PAVING AT DRIVE THRU.
22. SERVICE YARD, SEE ARCHITECTURAL PLANS FOR DETAILS.
23. NOTE NOT USED.
24. MENU BOARD AND CANOPY ORDERING STATION, TOP OF MENU
BOARD IS 4' -10 ".
25. MAIN ID SIGN, SEE SIGNAGE PLANS FOR DETAILS.
26. TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT.
27. TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT.
28. LANES MERGE SIGN.
29. FLAG POLE.
30. TIE INTO EXISTING CURB AND GUTTER.
31. STOP /DO NOT ENTER SIGN.
32. DIRECTIONAL SIGN.
33. TWO ORDER LANES SIGN.
34. STOP SIGN.
35. MULTI -ORDER POINT ISLAND.
36. OUTDOOR TABLES.
37. DRIVE -THRU DIRECTIONAL GRAPHICS.
38. TYPICAL PAVEMENT SECTION, SEE DETAIL.
39. GREASE TRAP, SEE PLUMBING PLANS FOR DETAIL.
40. STANDARD PARKING STALL.
41. 1' ASPHALT REPLACEMENT ALONG PROPOSED GUTTER PANS.
MATCH TO EXISTING PAVEMENT.
42. NOTE NOT USED.
43. TRUNCATED DOME WARNING SURFACE.
44. MENU BOARD LOOP DETECTION SYSTEM.
45. LANDSCAPE AND IRRIGATION PROTECTOR.
46. CLEARANCE BAR.
47. DRIVE -THRU ORDER POINT BOLLARD.
48. STANDARD VDOT CG -2.
49. ELECTRIC POWER TRANSFORMER BY (OTHERS)
50. PROVIDE CLEAR AREA AS INDICATED FOR TRANSFORMER.
51. CROSSWALKS.
52. STANDARD VDOT HANDICAP RAMP.
SIGNS
ALL SIGNS CONFORM TO 'THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY
U.S. DEPARTMENT OF TRANSPORTATION.
zX1I=9
NOTE:
ALL MEASUREMENTS ARE TO FACE OF CURB
UNLESS OTHERWISE SPECIFIED.
THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING
UNDERGROUND UTILITIES. CONTRACTOR TO DETERMINE ACTUAL
LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO MOBILIZATION.
IF CONFLICTS EXIST, NOTIFY ENGINEER.
BEFORE DIGGING CONTACT "MISS UTILITY" AT 811.
20 10 0 20 40
FM I
Scale in Feet 1 inch = 20 ft.
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o�
0 0 Qo/ /o�
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5200 Buffington Rd.
Atlanta Georgia,
30349 -2998
Revisions:
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#3187
FSU S06
Pantops Drive
Albemarle Co.
Virginia
SHEET TITLE
LAYOUT PLAN
OPTION 1
6 -25 -13
CONTROL PLAN
DWG EDITION 05.9
REVISION 1
Job No. : 22100
Store :03187
Date
Drawn By KMM
Checked By: JGD
Sheet
0
v
v
a
0
9
3
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PLANT LIST
� /(RWsq E'YiST/
COVCR D. NG 39. ABBREVIATION BOTANICAL NAME COMMON NAME SIZE SPACING QUANTI TY CANOPY ALLOWANCE
'ma
\ �E sio B 368 1k4
c '° Sip S ASR \ \ \ \s \ � \ \ \ \ \ \ LARGE SHADE TREES Acer saccharum 'Bonfire' BONFIRE SUGAR MAPLE 3.5" CALIPER AS SHOWN 8 254 SF
WOODED AREA \ \ s� �� sue\ SSR\ NSW Nyssa sylvatica 'Wildfire' BLACK GUM WILDFIRE 3.5" CALIPER AS SHOWN 11 181 SF
Z Zelkova serrata 'Green Vase' GREEN VASE ZELKOVA 1.5 " - 1.75 CALIPER AS SHOWN 9 350 SF
\ qsP I I \ \ \ \ \ �� \ \ \ \ \ \ ss� ORNAMENTAL TREES
CV Chionanthus vir inicus WHITE FRINGE TREE 6' - 7' AS SHOWN 6 125 SF
LOT 1 PCT Prunus cerafera 'Thundercloud' THUNDERCLOUD PLUM 6' - 7' AS SHOWN 10 143 SF
I \SIGHT t,E \� \ - - \ \ \ \ \ \ s'� PLAT SHOWING Magnolia grandiflora 'Little Gem' LITTLE GEM MAGNOLIA 6' - 8' AS SHOWN 6 82 SF
° SUBDIVISION OF LARGE SHRUBS
qSp �\ \ \ \ \ \ �OOp =� — \ — — — TMP 78 -55A BTHP Berberis thunbergii 'Helmond Pillar ELMOND PILLAR BARBERRY 30" MIN. 2' O.C. 30 5 SF
71-v —__ — SMH — — \ \ \ \ CFO \ `= X559_ _ "
s3g2s 543.55 / \ \ S/G� \9 �� — �OOpEO — — MARTHA JEFFERSON HOSPITAL EAST EJGS Euonymus japonicus 'Greenspire' GREENSPIRE EUONYMUS 30 MIN. 2' O.C. 27 18 SF
- REA - TOEC Thu a occientalis 'Emerald Green' EMERALD GREEN ARBORVITAE 3' - 4' t4' O.C. 41 10 SF
OFFICE BL4WI GIBS T.B.M. f
` _ �i� \ \ - - - D G Z�- �6-EPLAtO TOP OF CURB MEDIUM SHRUBS
B-MOO -P -
- ��- ` - ELEV.= 553.58 AXGK Abelia x grandiflora 'Kaleidoscope KALEIDOSCOPE ABELIA 12 "/ 3 GALLON MIN. 4' O.C. 62 -
8"sr�e - -OR NAVD 88 CCSS Caryopertis clanodensis 'Sapphire Surf' PPHIRE SURF CARYOPTERIS 12 "/ 3 GALLON MIN. 3.5' O.C. 69
-mot - - - - - -`� - - TiiE- M�KE�LAZ:E�O�V�i�CiIN1A -LC - _ - - HRS Hypericum 'Red Star' RED STAR HYPERICUM 12 "/ 3 GALLON MIN. t3' O.C. 82
- - - ` - - _ -D B -3120� �4Q$ - ICST Ilex crenota 'Soft Touch' SOFT TOUCH HOLLY 12 "/ 3 GALLON MIN. t4' O.C. 94
���� -a � 003e�G 8 - - _ NDM Nandina domestics 'Muraski' FLIRT NANDINA 12"/ 3 GALLON MIN. 2' O.C. 135 -
EX /ST /NG C/L OF 20' I _ _ �� l �_ - �'^� ~ - - - - - - - - - - - - - - 6- OHG Osmanthus heterophyllus 'Goshiki' GOSHIKI FALSE HOLLY 12 "/ 3 GALLON MIN. AS SHOWN 31 -
WATER LINE EASEMENT ' _ l -"- -= - - - \ - - - - - - - - - - -\ _555— GROUND COVERS PERENNIALS
D.B. 1076, PG. 24 ` _ - - _ �� �= - - - - - - _ - - _ / -
v pp �^ — - -- _ — — — — — — — —554- HDL Hemerocallis 'Red Hot Returns' ED HOT RETURNS DAYLILY 1 GALLON 24" O.C. 168
53- - LMPI Liriope muscari 'Peedee Ingot' PEEDEE INGOT LIRIOPE 1 GALLON 12 " -18" O.C. 485 -
\ LMWN Lamium maculatum 'White Nancy' WHITE NANCY LAMIUM 1 QUART MIN. 24" O.C. 165 -
�_ Q \ 3 r 5�1 - ` --�_, 200.00'(KqT)_ - - - - - _ - _ 1 j I / N SCREENS
LOT D \\ I "�' - - _ - 1 S1�NT - - - - ` , I 2 LSMW Lonicera sempervirens 'Major Wheeler' M OR WHEELER HONEYSUCKLE 1 GALLON PER MFG. PER MFG.
RECOMMENDATIONS RECOMMENDATIONS
L / EX /STING 30'
PLAT SHOWING SUBDIVISION FOR �\ \ �' �" / MLG /1 � � •: ?. - - - - - - - � - - � �' / IN RESS &EGRESS EASEMENT
\ LMPI /21 NSW /1' . HD 14.: �, b - - - - - \ \ \ \
TAX MAP 78 PARCEL 55A4 AXGK /3 CCSS /3 / I�tSVµ/1- / D. 2503, PG. 73_76 NOTE:
THE LUXOR LLC PROPERTY AND \ Q / C S/3 ¢'� \ \ \ �,
' \ / CCSS /3 ASB /1 < -- - \_ _ \ / ALL SITE PLAN INGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH
R/W DEDICATION FOR TMP 78F -1 -A \ v TOEC /3 ML 1 / - -�~ �\ __ _ -
... ASB /1 ,\ T� - \ \ \ '\ I-- SIG AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITIED.
NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY N HRS 15 H s s \ 1 - - -_ NT '
( ) f. TELEPH L ;Q), GV/� EJG /15 / \ `�CV i \ I I \ I `/ ^5�7-------- - -�INE SHRUBS AND REES AHSLL BE PRUNED MINIMALLY AND ONLY TO SUPOORT THE
\ D.B. 3683, PG. 570 -572 PLAT PEDESTAL T — — � "moo+
NOW OR FORMERLY _ ' cT /1 \ Ic J I \ I I I I I / OVERALL HEA TH OF THE PLANT.
\ LUXOR LLC f �� \ / a / W NDM
I
D.B. 3687, PG. 302 �� o ICST /3 ICST 3 �s
PARCEL ID: 07800- 00- 00 -055AD EVENT I N CCSS /3 - -- - - -- -- -- - - -- 9 - \ \
S 540
� LMPI/
ESS 2� %� - - - - - - -- -- - - - - - -- 0 -- HDL /5 \ \ LANDSCAPE CALCULATIONS
KIM 1 \ \
PGG 'ti. ° o ° k /
G 100 ?G. 1 204 `� �`; : \ HG 1
E�j51I0 8 1528 01' 0 V&O Q CST
\ I \J
PARKING LOT TREE REQUIREMENTS
+ \ \ 1 TREE PER 10 SPACES
NUMBER OF SPACES: 63
+ \ \ \ NUMBER OF TREES REQUIRED: 7
+ CCSS /3 I ASB /1 NUMBER OF TREES PROVIDED: 10
3 s�8 HG /1 I \ \ \ \ �� PARKING LOT LANDSCAPE COVERAG REQUIREMENTS
g \ :: \�^ GJ H /17 LMPI 107 ICST/ I Z/1 / \ \ \ �� PARKING LOT AND ACCESS AISLES: 22,998 SF
N \ U \D / ICST I AXGK 11 ICST /2 \ I \ \ I COVERAGE REQUIRED: 1,150 SF o)
I&5 ' ICST /3 I Z 1 \ I \ � COVERAGE PROVIDED: 1,482 SF �6 4 %)
Q
z/1 \ �S�1 \ z (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT
Q 1 ^ \ Z/1 I ICST /5 \ \ I \ \ \ I Q AND DOES NOT INCLUDE TURF AREAS WITHIN PARKING LOT OR
HG /1 ICSP /4 I LMWN /7 I �\ PERIMETER PLANTINGS AND STREET TREES)
CCSS /3
# I NT
I 4 LA .
WATER VALVE SMH �� 4i T/1
WATER VALVE \RIM= 53 33 '
V u XNV= 532,29
STUB \ \�" \ CCSS /3
\
\ a,
,
0 \ v \
z/1 I
LMWN
I
OHG /1
\
II
I
0
OHG /1
own
I OHG/
I
II
I
I
PARKING LOT TREE REQUIREMENTS
+ \ \ 1 TREE PER 10 SPACES
NUMBER OF SPACES: 63
+ \ \ \ NUMBER OF TREES REQUIRED: 7
+ CCSS /3 I ASB /1 NUMBER OF TREES PROVIDED: 10
3 s�8 HG /1 I \ \ \ \ �� PARKING LOT LANDSCAPE COVERAG REQUIREMENTS
g \ :: \�^ GJ H /17 LMPI 107 ICST/ I Z/1 / \ \ \ �� PARKING LOT AND ACCESS AISLES: 22,998 SF
N \ U \D / ICST I AXGK 11 ICST /2 \ I \ \ I COVERAGE REQUIRED: 1,150 SF o)
I&5 ' ICST /3 I Z 1 \ I \ � COVERAGE PROVIDED: 1,482 SF �6 4 %)
Q
z/1 \ �S�1 \ z (AREA SHOWN IS FOR TREES AND SHRUB AREAS WITHIN PARKING LOT
Q 1 ^ \ Z/1 I ICST /5 \ \ I \ \ \ I Q AND DOES NOT INCLUDE TURF AREAS WITHIN PARKING LOT OR
HG /1 ICSP /4 I LMWN /7 I �\ PERIMETER PLANTINGS AND STREET TREES)
CCSS /3
# I NT
I 4 LA .
WATER VALVE SMH �� 4i T/1
WATER VALVE \RIM= 53 33 '
V u XNV= 532,29
STUB \ \�" \ CCSS /3
\
\ a,
,
0 \ v \
z/1 I
LMWN
/41
II
I
own
a"
II
I
I
LMWN /11
ICST /2 ! \ \ - TREE CANOPY COVERAGE REQUIREMENTS:
cn TOTAL LOT AREA: 60,963 SF
\ NSW /1 LOT AREA OUTSIDE OF PROPOSED ND EXISTING EASEMENTS: 51,192
\ CCSS /3 �+ \ I CANOPY REQUIRED: 5,192 SF (10%)
_ -53s_ )' °- CANOPY PROVIDED: 9,274 SF (18.'%)
TOEC /i' �° \ (CANOPY AREA PROVIDED DOES N T INCLUDE TREES PLANTED ADJACENT TO
\ \ I PROPOSED INGRESS /EGRESS EASEMENT AND AREAS OUTSIDE PROPERTY
PCT /1
OHG /3 \ \ \ BOUNDARY LINES NOR ANY EXISTING TREES)
\
TOEC /1
/ / \\ LANDSCAPE GENERAL NOTES
,
CCSS /3
1. ALL LANDSCAPING METHODS A D MATERIALS TO BE IN ACCORDANCE WITH THE
16 \ CITY OF ALBEMARLE COUNTY ONING ORDINANCE AND ALL APPLICABLE LANDSCAPE
EXISTING C/L OF 20' / \ \ \ y) \ \ \ ORDINANCES.
WATER LINE EASEMENT \ )' I Z/1
D.B. 1076, PG. 24 \ I AXGK /6 I OEC/3 � \ \ 2 ALL PLANT MATERIALS ARE TO BE WATERED IMMEDIATELY UPON INSTALLATION
C&SS ` /3 Z/1
\ / LMPI /21
\\ n�Hl son e:py � \ ,� PLANTINGS ARE TO RECEIVE S PPLEMENTAL WATER AT TIMES OF LIMITED RAINFALL
OHG /1 ( 3�I�a HDL 1 \ \ i DURING THEIR ESTABLISHMENT PERIOD.
OHG/
UI� /12 / % I \ \" \ Q 3. ALL PLANTING AREAS ARE TO RECEIVE A MINIMUM COVER OF 2" OF HARDWOOD
MULCH OR OTHER ACCEPTABL MULCH MATERIAL.
i sV
\ � PCT /1 Z1 + + - ,' � I �'� NSW /1 4. LANDSCAPE INSTALLER IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
I ST / 9 WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN. IF CONFLICTS EXIST BETWEEN
\ + HDL /5 + + + \ PROPOSED PLANTING AREAS A D ANY UTILITIES CONTACT ENGINEER OR LANDSCAPE
\ \ G /1� Q \ + + LNMPI /2 + + + HG /6 / \ \ DESIGNER.
\
ME- L 17:
o,00,0000,00,0000 , oo , ago,o"go .
ALL PLANT MATERIALS ARE TO
5 BE WARRANTED FOR 1 YEAR FROM THE DATE OF
COMPLETION OF INSTALLATION. ANY REPLACEMENT PLANTS SHALL BE ADDITIONALLY
— �5
4SS/ �.: / I ( 3 WARRANTED FOR A PERIOD 0 1 YEAR FROM THEIR REPLACEMENT
/ / \ ASB /1
\ \ \ \ \' \ I s _.1::..:. - - - - ENTRY NDM /31 OEC% . - cIJ I "\ 6. ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE
EXISTING VARIABLE WIDTH / \ �� CURRENT EDITION OF AMERI STANDARD FOR NURSERY STOCK
ACCESS EASEMENT :. \ -ICST 5 \ Q1 • BTHP /1 ENTRY :. N _538_
X / L: \ C N
TMP 78 -55D � .B. 3683, PG 570 -572 � �' '`�\ : 1 -1 - `�' 1:: / �' - ICy� /2 o I \ �"
PLAT SHOWING SUBDIVISION FOR ° \� \ v \ yoQ �� / / BTHP, 1 NILG /1.: 1 / �° \ ASB/1 LOT 1 7. PROVIDE TREE PROTECTION W ERE INCIDICATED. SEE TREE PROTECTION DETAIL ON L -1.1.
TAX MAP 78 PARCEL 55A4 A 3$ HRS 5 DRIVE N HDL /12
��5� /5 \ c \ \ 5 / LSMw / / \ PLAT SHOWING
n • • THRU
CT \ �. + - _ - SUBDIVISION OF
THE LUXOR, LLC PROPERTY AND / RIM= 533.67 \ i - - - - -- -_ -, - - MiD /1. /L
R/W DEDICATION FOR TMP 78F -1 -A \ / / lNV= 530.49 \\ ICST /5 0, `�U�� CV /1 q� AXGK /3 ® - q); / �_53�- TMP 78 -55A
'' - - - �� )' ccss \ LANDSCAPE DESIGN BY
LLC. PROPERTY \\ \ \ - BUILDING A TOCC I \ I h MARTHA JEFFERSON HOSPITAL EAST
NORTH PANTOPS TOWNHOUSES, \ \ / \ \ PLAYGROUND /
D.B. 3683, PG. 570 -572 (PLAT) " PJ PCT 1 \ / HG /2 MEDICAL OFFICE BUILDINGS
\ / I ( D.B. 2503 PG. 73 -76 PLAT
1 15 - 1 / PI 44 Q / I z (PLAT)
NOW OR FORMERLY I \ / \\ ` J 4 ) U 3 5 G S F / Q NOW OR FORMERLY
LUXOR OFFICE PARK LLC i �\ ICST /6 w I
i 33 \ \ CV 1 - -I- - - 10/15/13
D.B. 3833, PG. 022 /5 \ \ \ . L _ _ _ _ -116 BATS I I _536 THE MARKET PLACE OF VIRGINIA LC
\ STMH \ / \��� + + AXGK� - f D.B. 3120, PG. 408 KATHRYN MOORE, VLNA #987 DATE
PARCEL ID: 07800- 00- 00 -055D0 /NI V =53 .39 I `� \ I�G 3 + LsMw 6 3 PARKS BTHP /3 HDL /1 I NSW/
/ PARCEL ID: 07800- 00- 00 -055A8
I Z -� `: ;\ IC ccss /s • - - - -- - �,
�\ + i MECH.� 2 U STACKS , RAE NSW
1 — — /
LSMW L J BTHP /5 LSMM N11M A8 YARD
I
°- C ISELED ❑ c I \ ' °> > o \ c I '535 -
. �L o \
\ / c, HR 20.. _ / VARIABLE WIDTH
EL =533 X63 I \ -o o- • \ HD \ \ LMPI /19 „ ' I I / EXISTING
\NA YD 88 \ c c �6� \ \ 'HDL 10 l 1 LM . /24 3 ICST /23 I SANITARY SEWERAS�69NT
I ���° / . / /1 D.B. 1098, PLANT LEGEND
I J \ TO"
HDL /15 I 1 -
1 / f' \
TING ISC/L 20
OF ' \ I I I e� `°Q_ ®5� 5�2 \ \ \ EJGS 3 - I l NSW 1
EX /
WATER LINE EASEMENT 1 / I A O�; ��i �.'.: \ \ \ BTHP /51 LSMW i l + + # I I �53 ( 0 NDM
D.B. 1076, PG. 24 I / I �' s� L \ a, - /
I I �� \ s \ - I - - - + I A. C. S.A.
/ � \ - T.B.M.
/ \ I es PcsPi r JJ \ i - / - - - I EXISTING 20 MENT
\ \ � \ 1 TOP OF CURB
\1 / / 1 � � GK /5 _ �s3¢� ELEV.= 533.53 SANITARY SEWER EASE 269 +
"Fh7L' Z g \ -+ PI - - I I NAVD 88 D.B. 1098, P�43 (PLAT)
CSJN'TRL� r : _� ; W/ H L _533 \ D.B. 1890, PG. NSW
OY
\ \ \ \ \ \
SIGN - - ! 1 NTRAL TEL . C . EM T - ' / - 1 \ ASPHALT
/ \�q D.B 35, PG & 6 \ \ J ASB
/ SEX /ST /NGI C/L OF 1 VA. AFFIC GK /8
TELE. & jTGPH. CO. SMT. I c rRO - -
/ 530, PG. 29 \ B TRA C " e r �� " / %lBL7t�C —532 -
p W _ �_ O AXGK OHG
/oNr oL 5 31 - 14 5 .83' - -
� SMH \ -
Z
SEMENT ° 5�� / \ % R1M= 527.80 \ \ �' \ O,: �PQ� ELE.TI GP��OES T / / 1 1 /5
Z0, SEWE � E�p9 N� / / lNV= 522.68 / j;` \ �ti D. 460, -PG -47
\ i / PQ�Q - - - - o pQ� 52a/ —
- � BTHP ti-I EXISTING 1815, P ' v, / I 4.:. \ I / �p# -- \ B. .113 G. - / _
/ - / _ -�-
q) CCSS
\ ' 125 S(qA� -
� 5�
\ ` � 2
ASPHALT \ \ \ $ \ _
1. VDOT / / �`�' — — � 6i
4 / TR�F
I INV -�• TRAFFIC � — O '2'621 W S.Z4' PCT
/ I16 "DI(i1CSA) — — — — — — —S� — — CONTROC� - (FIELD)
_ / RIM =52763 / ' 1- PBX " �V
_ EXISTING 15 CENTEL EASEMENT \ — — — — = — — SIGNAL LE - - - - _� - - - -Sr31 �06 w 5 CV
NOTES:
9 TC
RW -201) 16 "DKACSA - - - - - TOEC
7 6.,W e TC
(l/DOT PROJECT. 0250 - 002 -105, �" ��� «�" (ACA INV• � sicNAL POLE - - - - - - - THIS PLAN DOES NOT GUARANTEE THE LOCATION OF EXISTING UNDERGROUND WV
WHITE P jg" RCP F. E. S ` — — — — �� —522- -
/S x•76 _ _ - - _ _ _- _ - - - - - - -� - - _ UTILITIES. CONTRACTOR TO DETERMINE ACTUAL L CATION AND DEPTH OF ALL O EJGS
Ig RCP wHgE CONCRETE - - - —520- UTILITIES PRIOR TO MOBILIZATION. IF CONFLICTS XIST, NOTIRY SURVEYOR. O HDL
" SIDEWALK —
RI GN
Rlv =52s.2s l // // \ I \ - VG WAY— =LOC. (PLANS) S 520_ BEFORE DIGGING CONTACT "MISS UTILITY" AT 1- 00- 552 -7001. ( HRS
SIGN C\ / / �ry0 I —i�* \ O OHG
ASPHALT / / / / — I LMPI
SOL /D WHTE P ` — CONCRETE CD LMWN
y SIDEWALK
� � _ LSMW Z
J / / ASPHALT �`L1 / iv /
\
SOLID WHITE PIS ASPHALT I /
MLG
K�N h
— \ l / / / — DASHED WH7E PIS �l I I T P
�- - - - _ - - - - - - r— -- ��-1/I /%O/�/Q i9O i� ASPHALT TREE PROTECTION
ASPHALT
�D - STATE
A \ / I / VDOT (VARIABLE WID i H PUBLIC R�yy 250
_ \ / SOLID YELLOW P/s / ( PROJECT:
20 10 0 20 40
- - (D.B. 1132, PG. 109 D.B. 1105, RW -201)
DP / STMH / D DB• 1136, PG. 353
1ti 0 +OP GRASS ISLAND RIM = 526.07 (S•H.P.B• XI, PG. 104) ) I ��
tiDP� 01 pP INV= 522.7 I s/cN Scale in Feet 1 inch = 20 ft.
ti O 1 WRONG WAY �l ASPHALT ( I
0,
O1�DP� ASPHALT IJ� I \ I I ASPHALT
�oOO
0
0
� 00
0
5200 Buffington Rd.
Atlanta Georgia,
30349 -2998
Revisions:
Mark Date By
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STORE
#3187
FSU S06
Pantops Drive
Albemarle Co.
Virginia
SHEET TITLE
LANDSCAPE PLAN
DWG EDITION 05.9
REVISION 1
Job No. : 22100
Store :03187
Date :10 14 13
Drawn By KMM
Checked By: JGD
Sheet
0
0
m
G
3
0
3
D
�5) CONCR�E S / /
OEWq�f R /l/,QT�c- R +hk� �h .
Sj /ly \
hko ° G546.30
WOODED AREA \ \ r' Sst
G54E 48 , rs > \
hG h h - �� \ �� \ G546.36-- Sss\ °65
kti Q k h \ 556, _ LOT 1
5 I \5 - - \ \ 5�, �� PLAT SHOWING
P544.00 + k - , G549.07 55 `' SUBDIVISION OF
4'\ _� , + TC544 -.5 8� +h
P543.� TC544. \
SMH ASP R\ \ \ \ + \ \ \ ` ` \ �-PROP� REfA1NING WALT - -559_ MARTHA 78 -55A
F ko k �s38zs' = 543.55 / P543 *5\ \ _ ` �OpDED gREq NIARTHA JEFFERSON HOSPITAL EAST 60�
/N - 5���� s TC5`43,70 - \ �551�`0_ _ _ �AEQICALOFFLQE BU -UINGS o h TOPMOF CURB
P543.4 �, -��2� -,� Z_76j0 ALBEMARLE COUNTY
_- -P54L - \ 'o- _ ` - - ELF-V.= 553.58
- -, , , _ - -NOW OR fflRM RLi'- , GENERAL CONSTRUCTION NOTES
G h k 1h 15 54 s4 58 ue , \ o TC5 - = NAVD 88
F� gk 190 hk I ` ¢ h P542.60 - -y _ ���� �o - _ _ _ ` _ -� ? 1.40-
E- M�}�ET -ALA o�vi�GIN+A�LC __ FOR STORMWATER MANAGEMENT PLANS
P54
--DA -3-126.-M.--408 _ -
\ 43 h / P544. 2 _°g,' - _ _ T�5 - 9. _ _ �D, -078oj GO--00--0-5'5A8 o
5 s- - 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95 /o OF MAXIMUM DRY DENSITY AND
EXISTINGC /L OF 20' 2 11 kS� _��\\\\ -�__ ���o�J \� '� o
WATER LINE EASEMENT o9� ' hti hk� �0�543- �FVG ��� o _ oo _ �� ` ` \��;5� T° 2/o OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A
k k5' D► - ° do Cdr, _ G hh ti 11 GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING
D.B. 1076, PG. 24 0542.61 -1= _ _ 9 TC544. ,� =^ =0 -1 = _ - _ _ _ - Ate - -554- - A g5�� V. �` CONSTRUCTION OF DAMS.
k1� 6 fC54271 TG 4 . _ 3.92 _ _.��- __ 0546. P549 s - - _
AG5 \ - 5 P542 28, P542.38 �'' , 00 '" k,9 - _ -_ -; _ ') l z. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT
E� /541 41.9 TC542.32 E- _ _ (QT) -'goo_ _ _ - II / FACILITIES.
\ \ r' h P541.82 'Zj ,, _ - - 1TC551.99 / 2�
\ LOT D \ � ' G540.70 o h \ _ _ � h _ _ �,, "� �, � � � _ `� � EX /ST /NG 30" 3 PEORMANENOTSTORMWATER MANAGEMENT SN FACILITIES; IESACONVOERS ON S NOTDTOOTAKE
PLAT SHOWING SUBDIVISION FOR k f , /
+ h F) �- _ 9116 / /NG'RESS & EGRESS EASEMENT PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE
TAX MAP 78 PARCEL 55A4 rc 54p•07 �6 \ \ ' � 0542.32 _ � _ - --
\ 1 / � + TC54 12 _ - _ 5h56o
THE FL 53957 \ 5. Q / 0542.48 P 1. -�' �� 4j� -P549 \ Pb5b.54 `_ BB 2503, PG 73 -76 COUNTY EROSION CONTROL INSPECTOR.
R W DEDICATRIONLFORR�MPR 8F AND
A 39.18 � ' '� � P542.15 0546.88
/ TG 5 \ / P541.13 ° G54 .22 P 46.55
\ NORTH PANTOPS TOWNHOUSES, LLC. PROPERTY TC 538.E hh / - + TC 9.57 -� \ -\ - _ -_ - - -- -__-
N ' TELEPHO/ 054 .3 eti �; 5 -P54 5 5T. _
f PEDE AL T 5h h9 �+ _ T 545.36 \ \ cl h - >_- --- - - -___
\ D.B. 3683, PG. 570 -572 (PLAT) I F Q hh
NOW OR FORMERLY FL 53839 I / s P541 2 +�y° +yy�y �- - - \ TC54. \ ���p545.03 �' o I I I P550.8 / 1 STORM STRUCTURE SCHEDULE: 0
\ LUXOR LLC \ / P545.51 4o h Q /
D.B. 3687, "' h bo \ \' = IT 581. h kh Al VDOT DI -3A WITH STEPS STD. ST -1 B7 VDOT DI -3A
PG. 302 ti ^� P541.61 ° ° CONC542.32 h S G 5° 0.87 1 0 0
PARCEL ID: 07800- 00- 00 -055AD E� ^ v ' \ 0� `' `' °, o P550.5 h o 1 5 INV 532.67 INV 520 00
\ 1 � % � � TC541.29 + � F� h o- . o� 6
540 P540.96 G542.00 I TC544,92 TC544.79 \ 1 1 + �hh hh hob
TC542. 0 P544 59 P .46 \ \ \ �� _ h A2 VDOT DOUBLE DI -1 WITH STEPS STD. ST -1 B7 A VDOT ES -1 WITH VDOT EC -1
100 F P0. 122�Oq I `� ° �� 5 542.2 I hti hhh 9 \ G5 1. 1 \ C5 0.81 G h�kg� RIM 541.39 INV 520.00
�I�G 2g 0 2 04 o G5 0 oG� + TC541.38 543.83 hhh TC543�99 5h \ \ P55 .48 F� INV 532.67
\ EIS 15 1 o m .:: �( h9 TC54 .27 I + \ B8 VDOT DI -3A
p B 6 30 \ $ti1 o \ 1ti O h P540.80 P543.25 P543.41 TC545.15 \ \ \
P5 1.69 I P544.57 550.000, 50- A3 VDOT DI -3A WITH STEPS STD. ST -1 RIM 522.72
o h RIM 539.60 INV 520.00
054211 5h1.) 51 y1 TC543.95 \ \ \ 54\.0000 Q INV 532.67
yti6 e 3 �� + + h� P543.37 9kh \ \ \ \ _ - - B8 A VDOT ES -1 WITH VDOT EC -1
�h�1y��1 yti hh1� o y� �oGJ TC541.59 P541 536+ +h I 5 TC543.93 +hh 96 1 i \ \ \ \ i A4 VDOT MH -1 WITH STEPS STD. ST -1 INV 520.00
�- `f:
�� 1ti P541.01 TC541.96 hh 1 5 000. NIV 532.67
\ F�c Ghh N P541.38 hh9hhh P543.35 TC543.88 + \ \ -
1T v ' ' P543.30 G547.39 \ \ \ z A5 VDOT MH -1 WITH STEPS STD. ST -1
ti D
�chh k h51� a h9 I TC543.56 547 \S \ I Q
\ k ' h° \ TC541.32 \ NIV 532.67
G5 .70 5� P540.74 I P543.23 TC543.65 1 1 \
1 o TC541.46 \
hy9 ti \ TC539.94 P541.13 P5 .00 \ P543.32 N \ 546.000 ! - A6 VDOT DI -2B WITH STEPS STD. ST -1
+4" LA . 1 P539.61 P540.00 hhg6 II \ \ C> ? 54 `\ \ ti )
RIM 541.00
_ P543.81 I INV 532.44 IN
WATER VALVE `36:20 9k SMH W W + C 5.0p0 \ \ k5 11 INV 531.76 (OUT)
L 5 O9 WATER VALVE \ R1M= 537.33 ° a TC541.23 , 1 \ h k5
F N ti TC543.42 \ ° 5
55 V IVV =5329 0 �, TC539.60 P540.65 hh� ti 544.0 4 F� A6 A VDOT ES -1 WITH VDOT EC -1
g�o 1 STUB \ `� `� P539.27 539.94 + +hti P542.8 h19 TC542.43 \� \54 000 / INV 531.45
hhyyy� \33 \- \ 9h +h h \ \
h 544.00
qG 55h N s \ G538.�0 z z 3 39.61 TC541.48 h� 1 P542.10 S \
\ - ` a � P541.15 hh9� II 1h TC54 .72 43000 \ \
N \ �� Pl (F) ® y $. ` P5 .39 TC542.52 h S h� NOTE:
\ "s �� 0540.00 ® ®hhy TC542.95 0542.68 4200 \ \ hk \ 1. ALL STRUCTURES REFERENCE VDOT STANDARDS UNLESS SPECIFICALLY NOTED OTHERWISE.
1 1 \ 50\ \ J h� �� 150 P539.67 TC541.58 � P542.37 Az P542.3 P542.19 �ti 1 0 / \ 2. INVERTS SHALL BE SHAPED IN ACCORDANCE TO VDOT STD. IS 1.
EXISTING C/L OF 20 �,� hh1 h h C 40.07 P541.00 P541.39
WATER LINE EASEMENT hh�, h h ��. hkti \ (F+11h P 39.74 TC541.14 TC541.45 TC542.65 ��ry1 TC542.12 \� \ \ \
D.B. 1076, PG. 24 h h 1 01 , h P540.81 h \
h�h h �+ s \
5 5 hh ti k TC 40.20 + 54 6 4
�GJA (G 5 G h h ho, 5�h� yk9 h� �h��h P 3987 k P541.12 P541.43 P541.30- fC54Z.01 TC541.90 S e L -
h G \1 16 �-+ \ g. TC542.25 .00 3g \ \ z TO A2 52' - 48" RCP 0 0.0% B7 A TO 67 18' TWIN 15" RCP 0 0.0%
c h e k� h6 \ h TC541.77 P541.67 P541.433 541.5' pop k \ � + h TW 00 7 INV UP 532.67 INV UP 520.00
+ C 4 4 / S h \ \ INV DN 532.67 INV DN 520.00
�, �F� � � ® � P541 TC542.43 / h� �e
G5 9 TC542. P541.85 11 / h�1 6 054 1f3 �� G540. 0 °r s�� \ \ hook Az To A3 170' - 48" RCP 0 0.0% 67 To BS 48' -TWIN 15" RCP 0 0.0%
h h 536•9e * 541. h . rk TC542.23 P541. h &: 1h + 54 .42 53 \ c h k INV UP 532.67 INV UP 520.00
h 1 P54; 55 - S3 0 \ \ F ko`' INV DN 532.67 INV DN 520.00
•cG hk656 0 �� G5 .00 P541.2 1y9� +5h9• P541.65 9 �� -hti h �.84 + TC542 ' pp ,y6. � \ \ Gh
yk w \ Q h + h ( 9 A3 TO A4 45' - 48" RCP 0 0.0% 68 TO 68 A 24' - TWIN 15" RCP 0 0.0%
+ 1 ° ° 5 O + e P51.55 i 536, \ a0- INV UP 532.67 INV UP 520.00
\ p
o °oo
F
0000
hk. �� op ' I hko1 F� INV DN 532.67 INV DN 520.00
ICNI ° k 1k , h \ �+ hhh P541.30 h9o� 3g� s TC5 2.13 S I 4\1j�:-:`� 9 Az To A4 150' - 48" RCP 0 0.0%
- -- -1C 220 35
h�hk. -h e° �+ + - - Opp INV UP 532.67
�G hg6 hh h �h �� - - -1 6 P5 1 87 P 41.63 \ h INV DN 5 32.67
5 - - h�j�n�0• ENT Y / S34 \
EXISTING VARIABLE WIDTH hh ' / \� ±h �9h 2h L . h19.y6 TW542.51 ENTRY 5 .00 0 „� \ 538- 0
\\� �� Op A4 TO A5 102' - 48" RCP 0 0.0%
TMP 78 -550 ACCESS EASEMENT X k �� \ e - g g�g� • - • \- INV UP 532.67
N, B. 3683, PG. 570 -572 �,ti' h� �Q hh. / S3 i y� k1 INV DN 532.67
PLAT SHOWING SUBDIVISION FOR ��e h 35. o h .�° / T 42:15 I h 3000 1 \ 5 y1 LOT 1
w k1 h 1 +h� 5\ 4 h h� 0 i _+ o G h
TAX MAP 78 PARCEL 55A4 h 53 \ 1 ` 1 h 53$ h DRIVE 1 541:65 I G533.00 PLAT SHOWING As To A6 2T - 15" RCP 0 0.85%
5 - I -I -+ \ SUBDIVISION OF INV UP 532.67
y s / STMH G .. 1 \ _ • • �1� THRU
THE LUXOR, LLC PROPERTY AND R1M =533.6 \ +,� 1 + h�o � �. rTC54G0 - + TC542.39 ST2 p \ INV DN 532.44
i 1 IN V= 530.49 9 - - - ° o ` 537- TMP 78 -55A
R/W DEDICATION FOR TMP 78F -1 -A �1 k �\ 5 k� °'1 55 ' 6 w�. 1 + ® - I -
NORTH PANTOPS TOWNHOUSES, �k. hh yh h� h hh 1 5 P541.5Q 1�� P541.89 W G539.00 \ A6 To A6 A 37' - 15 RCP 0 0.85%
LLC. PROPERTY G h '5k h 1kti 5 hu h F cc +h 69h PLAYC D hh B� I L D I N G A i \ I MARTHA JEFFERSON HOSPITAL EAST 0 INV UP 531.76
�c h h k \ h h + h MEDICAL OFFICE BUILDINGS INV DN 531.45
(PLAT) F hhg ,5 hh. #- o+ + I +h F 531.000 / I - D.B. 2503 PG. 73 -76 (PLAT)
D.B. 3683, PG. 570 -572 PLAT 6 P k F o
NOW OR FORMERLY tih h h h huh 9 +h\ \ 4 .4 4, 8 3 5 G S TC542.39 I
LUXOR OFFICE PARK LLC �i hti, 1\° h >\ 0. 0-------- - -' - -I -- W I Q NOW OR FORMERLY
5� 533 5 s \ \ - - - _ - - 1-1 V37 BATS P541.89 i `� o THE MARKET PLACE OF VIRGINIA LC
D.B. 3833, PG. 022 5 / \ 1 h k• 6 , -536 -
PARCEL ID: 07800- 00- 00 -055DO I RM s .65 9 \ / �9"s 1w 0 \ . h e TW541.89 - 530000 hyh' +bhp D.B. 3120, PG. 408
\ INV =53.39 y� . kh 5 �1, h + TC541.89 5b PARKS 5 PARCEL ID: 07800- 00- 00 -055A8
1, � 5 I ? c � � 9h \ k• P541.39 - - -- 20 STACKS ; ------ �- � - - - - -, �, 29 pop I I h9
TW542.51 MECH., FF= 542.56 _ - - YARD 1.5 G527.00 000 ch5�h�
N T. c� -� 54.1:
C ISELED I' ❑ ( I \ �'�� °� " o hh \ \ ° 54 .4 - - - -- h 5 �7p00 1 �5s5-
�'� ELEV.= 533.63 \ %o °o �' 3 1 F TW5 I / VARIABLE WIDTH
��
NA YD 88 I \I c� �' �a� 1 :6 ° 9 y \�\ \ \ A5 ' ^� I EXISTING EASEMENT
I r6, ro O \ C I 541 3 I SANITARY 1098, PG. 269
P541.4( -P54b 85 52s, poo I 5hk9 D B
IfAl . 24 4 0532. \ 1 cG
I � ,9 -
EXISTING C/L OF 20' I I I �, 5 �� h� 5. 2 o TWS. 0 T 41:15 - - Ooo h�� \+ k
WATER LINE EASEMENT I / I °� �� \ 5hh L A�. P 40.5 - - 1 �1 +I h'�k°�h�'3�
I / I fs 1� 9 I > 1
/ I A �+ \ 1h
TOP OF CURB EXISTING 20 NT
I s 0 v I I 55 titi A.GS.A. _
D.B. 1076" PG. 24 / e EASEMENT
_
/ I h I a•Si ?j °1kh / / ".:..` \ \ \ A �5s¢� G 5hhh ELEV.= 533.53 SANITARY SEWER _
/ / \ 2 1 I 1 �F� NAVD 88 D.B. 1098, PG. 26plAT)
143
1890, PG. R1M= 530.75
SMH
h06h INV.= 522.35
SIGN - - L. -5h \ hh h 1 g "5(ACSA�-
\ \ TING 1 NTRAL TEL . C . SEM T, Fq X2.4 hh. ASPHALT ti5 �-
/ �EXISTINGI CIL OFII 16' VA. �G . AFFIL T hh y hh y1 D.B 35, PG. & 6 _ -
,5k/ TEL E. & )TGPH. CO. SMT. I c rRO �/ s + 5 , I ti� a hh 6 523,0000
/h D.B. 530, PG. 29 \ B TRA C � O I 1 PlN S 11 ' " W FlBfW-ORTIC $ 532-
/ / / 1$hoXr OL N 41'15'31" - 14 h O 5 .83, e o9 MARK'
. _..'� g ACSA)
SEMEN N h / I SMH \ \ + � TELIErI TGP�CO. EST I
T " \ / RIM= 527.80 Pe / X19 F 1 6 _
(ER / INV= 522.68 1:.. + 5h� VF Penh h� 1 / /6pF a� +h -
SE X09 �� / tih' \ 1ti D. 4�0, �G 47 \ I Pe - - _ � �P � � � s 2
EXISTING 2� 815. PG' ➢ / ti �. ti 1 - - - a - -
,'� � /�y h I +h h \ ��� 'h ° A6 -A + 1� ° \ .B. ,Y13 G.�4 4 - -
p.6• hti / ° I 1 i - - 0, /
ASPHALT \ I _ - - - - - - 522_ .00
TC 530.6 ti �s �l!� -8.0 0. _ S
h 1.7 - - - 1
� °tiG \ � ` - - - - _ - - 520 IGIU.� - -V _ � VDOT � g 6>
/ XTC 530.64 00$ 0 1 0� 9 - - / TR�FF _ _2`Os5'0
9 l I 16 h� - - - _ -sew- IN / CONTRIOC� \ ----C
ontT - a N- 31'31'0 " W 5.24'(FIELD
- h16'DI(ACSA) -�6 FqG.: k --B9X - - -524 - W
CENT' EASEMENT /XTC21 0 _ g� I-" �h - - - R1M= 52763 - ee,� - - - - SIGNAL LE - - -
EXISTING 15 RW -201) h1 1 s "Di(ACSA 1 -,- hti - s 5 - - Tc - a� , - - / - - - - - - \ - - - - 2
105, XTC 530.2 16 "W \ h+ INV•= - -
002- Tc o PLAT
(VOOT PROJECT- 0250- y1 WH /TE P/- (ACSA� F. $ SIGNAL POLE B7-A - - - _ 2-
0 AG h� i8" RCP
�� 52
- F.E.S
C 530.61 .a:' � � � «�A?.76 - � - - � 67
_ X h - _ k• - 8VC-- EL-b22.70
lb
0� 18° RCP h�9 sti9 TE c ' 4G hti h 1� 119 CONCRETE SIDEWALK ti5 1 ��" y• _ B8 + --520- +h1h
STMH �1' hy0 �� A 16 ti 5 ?1h ��"� ti G 1 19
�.99 h F hb 1� �G �c�� \ hhti . h�5• 0h ONG� " A X LOC. p '520- +h
6 N hh4)
V. 25.29 11 6 / / �� hb F �G ° - w (CANS)
g SIG d F� 5 / F� X55 kti N + .. 6 . �"��v 091 RIM =517. 17
5 G I G h� -'* INV= 512.39
k h1 66 h5° ASPHALT / / i6 ¢ CONCRETE 19' k 15" RCP
lh SOLID WHIT-, - (F� G h h 1 b19 h
5 PIS �n�. � S /DEWALK hr0• �k h ® 1�
J / / ASPHALT hry N h V 0 1
/ I 522. \ F 1 1 519 h1$
/
SOLID WHITE P/S I ASPHALT MG
o h 99k h,
\ / I / / I h�
NOTE. / DASHED WH�E P/S ti
UND PLANK DOE NOLITIGUARANTEE RACTOR TO DETERMINE IO F EXISTING // -� - �- - h i9�C 1M0, ROA I ASPHALT
% h
ACTUALLOCATION AND DEPTH OF ALL UTILITIES PRIOR TO J / �D -�s /ATE ��UT47 - / 1° 1$ k1 / kh / $ 00 ASPHALT 1 L {,/O I CURB INLET h1a \\
MOBILIZATION. IF CONFLICTS EXIST, NOTIFY ENGINEER. - A 9A. \ gtih h1" I. 01 SOLID YELLOW PIS
h�6 / 5tih 095ry6 / hp / (VARIABLE WIGS H PUBLIC R NI ® R1M= 519.01
°' ti htitil' ti hti / k (VDOT PROJECT. / ) I I GRATE= 518.53 119 711 �- D F�G� �c J c - - k ( 02`50 - 002 -105, RW -201 1 �� 20 10 0 �9- 40 h
BEFOR -E -- DIGGING CONTACT "MISS UTILITY" AT 811. ~, kh hti 1 D•B• 1132, PG. 19s• D.B. ) N
°pP bh5 / 16 k1 STMH / hhti 4G k�6 ' 1136, PG.
6 h 6' RIM= 526.07 tik'k� hti 4). (S. H. P. B. XI 353) 1
O .•OP b" GRASS ISLAND h� INV = 521.475 V SIGN hti �G h� , PG• 104 I ��
665 P� 01 11$Q OPT O 5ti5ti 1� gGGh INV =522.17 WRONG WAY F�Gh F� ) I I -e In Feet 1 inch = 20 ft.
ASPHALT 77
0
13000
� � ooh �0,
0
5200 Buffington Rd.
Atlanta Georgia,
30349 -2998
Revisions:
Mark Date By
Mark Date By
Mark Date By
�LTFi of �
l
4F ,
J. GREGORY DODD
Lic. No. 13253
ONAL
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#3187
FSU S06
Pantops Drive
Albemarle Co.
Virginia
SHEET TITLE
GRADING AND
DRAINAGE PLAN
DWG EDITION 05.9
REVISION 1
Job No. : 22100
Store 03187
Date
Drawn By H &D
Checked By: JGD
Sheet
0
EXCEPTION REQUEST TO ACCOMPANY SPECIAL USE PERMIT
APPLICATION
Chick -fil -A Pantops, 1626 Richmond Road, Albermarle County, VA
Exception us requested to Zoning Ordinance Section 4.12.17.c.2.(a) to not require a
by -pass lane for the drive -thru associated with this project.
4.12.17.c.2.(a) By -Pass Traffic — A travel way width of up to sixteen (16) feet
allowed for by -pass traffic when deemed necessary by the county engineer. In
making this determination, the county engineer shall consider the sight specific
factors including, but not limited to, the length of the travel way, nature of the
land use, and internal circulation.
The drive -thru layout for this site is described as "isolated drive -thru"
arrangement. The drive -thru is isolated from the vehicular access isles and the
general circulation of the site. When a vehicle enters the drive -thru lane, it is well
marked as such and the only purpose for entry is to order and pick -up food. The
drive -thru is designed to provide sufficient vehicle stacking such that the general traffic
calculation on the site is not hindered. Attached to this exception request is an
excerpt from an article QSR (Quick Service Restaurant) magazine indicating that an
average of about 6 cars are within the drive lane at any time. Earlier drive -thru
developments for Chick -fil -A utilized stacking within parking access isles such that
general traffic circulation would not be possible without a by -pass lane.
To further support this exception, that attached QSR study indicates the
average time of service for a vehicle in the drive -thru lane to be 203.88 seconds;
therefore, vehicles within the drive -thru will not be inordinately delayed.
The ARB has reviewed our concept for the drive -thru Special Use Permit prior
to this application and does not object to no by -pass lane as evidenced by their
recommendation to the Planning Commission (attached).
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