HomeMy WebLinkAboutSDP202000018 Plan - Approved Major Amendment, Final Site PlanLEGEND
EXISTING
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311.5 TW x
311.5 BW x
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GAS GAS
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
WATER
WATER LINE
WATER METER
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
OWNER/DEVELOPER
Owner: Flow 1300 Richmond LLC
500 W 5th St, 18th Floor
Winston-Salem, NC 27101
bthomas@flowauto.com
ZONING
HC - Highway Commercial
Entrance Corridor
Flood Hazard Overlay District
Steep Slopes Overlay District, Managed & Preserved
Dam Break Inundation Zone
Amendment to SDP199500042
With SP199400004
SETBACKS
Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the
right-of-way):
Building: Min - 10 feet, Max - 30 feet*
Parking: Min - 10 feet, Max - None
*None on any lot abutting a principal arterial highway or interstate
Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District):
Building: Min - 50 feet, Max - None
Parking: Min - 20 feet, Max - None
Side & Rear (if abutting lot is zoned commercial or industrial):
Building: Min - Accordance with Building Code, Max - None
Parking: Min - None, Max - None
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
TMP 78-6 : DB 5272 PG 714
TMP 78-7 : DB 5272 PG 714
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020)
w/ portion from LIDAR retrieved (01/30/2020)
Delineation of LIDAR & Surveyed Topo Shown Sheet C3.
Topography Field Verified by Justin Shimp, P.E. (03/25/2020
BENCHMARK
Datum for topography is NAVD 88
Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08.
FLOODZONE
According to the FEMA Flood Insurance Rate Map, effective February 4, 2005,
(Community Panel 51003CO287D) a portion of this property does lie within a 1%
annual chance floodplain.
RESERVOIR WATERSHED
This site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area.
STORMWATER MANAGEMENT PLAN
1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas
downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond
is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to
the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been
checked to ensure the drainage area and/or curve number to these pipes have not increased.
2. Water quality will be addressed by purchase of 2.59 Ibs nutrient credits to meet the VRRM redevelopment nutrient
removal requirements per 9VAC25-870-63.
3. Detention Pond Coordinates:
• (38-0355706,-78.4510122)
WATER & SANITARY SERVICES
Site is served by Albemarle County Service Authority. All sanitary lines on site are private.
PRESERVED STEEP SLOPES NOTES
1. Development is not authorized to impact preserved steep slopes.
2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3).
3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for the
duration of the project, to final completion.
GENERAL WATER & SEWER NOTES
1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for
notifying the proper service authority officials at the start of the work.
2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown,
are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as
necessary.
3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications
as adopted by the Albemarle County Service Authority.
4. Datum for all elevations shown in National Geodetic Survey.
5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001).
6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe.
This includes all fire hydrant lines, service laterals and water lines, etc.
7. All water and sewer appurtenances are to be located outside of roadside ditches.
8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line.
9. Trees are not permitted in the ACSA easement.
10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014
(Senate Bill 3874 which amends the Safe Drinking Water Act).
11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority.
12. Backflow prevention is required for all connections to the water main.
RELEVANT PLANS AND LEGAL REFERENCES
VSMP PLAN:
W PO 202000032
EASEMENT PLAT & DEED OF EASEMENT 1:
DB 5550 PG 119-129
DEED OF EASEMENT 2:
DB 5550 PG 130-137
SHARED PARKING AGREEMENT:
DB 5530 PG 773-781
BUILDING HEIGHTS
Maximum Allowable: 65 It
Maximum Proposed: 35 ft
EXISTING USE
Automobile Sales, Services, and Display
PROPOSED USE
Existing Automobile Sales, Services, and Display w/
Additional Building and Parking Lot Area
Maximum Disturbed Area: 4.62 acres
LAND USE SCHEDULE
EXISTING Area %
Building 39,330 SF 6.8%
Pavement 218,787 SF 37.8%
Sidewalk 5,334 SF 0.9%
Undeveloped 315,799 SF 54.5%
Total= 579,250 SF (13.30 ac.)
PROPOSED
Area
%
Building
Pavement
Sidewalk
53,263 SF
230,542 SF
4,550 SF
9.2%
39.8%
0.8%
Undeveloped
290,945 SF
50.2%
Total=
579,250 SF
(13.30 ac.)
PARKING SCHEDULE
Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall.
28 service stalls provided, 2 employees per stall
112 parking spaces required, maximum 20% allowable = 134 parking spaces
123 parking spaces provided, 5 HC parking spaces provided, total 128 parking spaces provided
Motor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area.
57,880 sf display/sales area
39 parking spaces required, maximum 20% allowable = 46 parking spaces
40 parking spaces provided, 3 HC parking spaces provided, total 43 parking spaces provided
Loading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000
square feet of retail gross leasable area
approximately 57,580 sf retail area
4 loading spaces required 4 loading spaces provided
TOTAL REQUIRED: 151 PARKING SPACES (W/ 6 HC SPACES),
4 LOADING SPACES
TOTAL PROVIDED: 171 PARKING SPACES (W/ 8 HC SPACES),
4 LOADING SPACES
ITE Trip Generation
Trip Generation Manual, 10th Edition
AM
PM
Use Description
I ITE
I Qty
in
out
Total
in
out
Total
Automobile Sales (New)l
840
1285erviceBays
37
20
57
28
35
63
Total
37
20
57
28
35
63
Trip Generation reflects AM and PM peak hour traffic.
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement off any signs on -site
FIRE MARSHAL'S NOTES
A knox box must be provided on all new structures. Coordinate location with the fire marshal's office.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit.
Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional
requirements and permits for demolition projects.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in
the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole
cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.
15. Accessible parking and routes must comply with ICC ANSI A117.1-09.
16. All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks.
SDP2020-00018 -TAX MAP 78, PARCELS 6 & 7
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1"=2000'
Map provided by Google.com
SHEET INDEX
C1 COVER
C2 SITE OVERVIEW
C3 EXISTING CONDITIONS & DEMOLITION
C4 SITE PLAN
C5 GRADING & UTILITIES
C6 LANDSCAPING PLAN
C7 LANDSCAPING DETAILS
C8 LIGHTING PLAN
C9 LIGHTING DETAILS
C10 SIGHT DISTANCE
C11 STORM DETAILS
C12 SITE DETAILS
C13 SITE DETAILS
C14 WATERLINE PROFILE
C15 EV CHARGER DETAILS
APPROVALS
CL rrent Development Planner/ "
` ?ate
C rrent Development Engineer
Date
Fi e Official
Date
B jilding Official
Date
A bemarle County Service Authority
Date
Vi ginia Department of Transportation
Date
.Ar�h' ectural Review Board
/Date
V v
odkla -
oweo
SHIMP ENGINEERING
LAND PLANNING ( SITE DESIGN I CIVIL ENGINEERING ( PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineming.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10)2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
COVER
SHEET C1 OF 15
19.078
C1
1-HIS PROPERTY CORNER IS APPROXIMATE
OP�NY,--�
J r -" ,� ,� � ,..-----� PLATS OF RECORD SHOW THE PROPERTY LINE
' -- TO FOLLOW THE STREAM. HOWEVER, NOTES
�` --'ON
Sl1R1lE'(S OF THE ADJACENT PROPERTY STATE ,
�J h' THAT THE STREAM WAS RELOCATED AT THIS
CORNER BY VA. C E T OF HWYS. NO� I•'
79;t 1 • � '� EVIDENCE
OF THE ORIGINAL STREAM LOCATION EXISTS.
-- - � `' �•' "' THE CORNER PROPERTY LINE SHOWI\! HERE ON -
' IS TO THE CENTER OF THE EMSTING STREAM.
/ Rot�,Earuvo �• T.M. 78
�WILTON, LLC T.M. 78-58K
_ a
)AM S A., JR. t3e PEGG'f' W. DET�OR D.B. 113CJ-1251
D.B. 3713-41 ? D.B. 1 i98-3Q7 u� 308 PAT-
/
D-B. 2700-317 PLAT ZONED: RI
D.B. 391-296 PLAT
D.B. 201-4.55 PLAT
—7•
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DAM BREAK INUNDATION
ZONE (STATE)
PRESERVED SLOPES
LIMITS OF AMENDMENT
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COUNTY OF ALBEMARLE
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Dept. of Planning y p
4I 0 McIntire Road
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Virginia2290 4596
Charlottesville,
(804) 296-5823
April 22
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Gloeckner &Osborne, talc y L
ATTN: Brian Smith
710 East High St
Charlottesville, VA 22901
RE: SP-94-04 B & B PARTNERSHIP
Dear Mr, Smith:
The Albemarle County Board of Supervisors, at its meeting on April 14, 1994,
approved the above -noted request to permit outdoor storage and display of
vehicles within the Entrance Corridor Overlay District. 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;
2. Development shall be in general accord with site plan titled
Brady -Bushey Ford dated November 5, 1993 revised February 10, 1994;
3. Administrative approval of the site plan for this use.
Before beginning this use, you must obtain a zoning clearance from the Zoning
Department. Before the Zoning Department will issue a clearance, you must
comply with the conditions in this letter. For further information, please
call Babette Thorpe at 296-5975.
If you should have any questions or comments regarding the above -noted action,
please do not hesitate to contact me.
T.M, 78-5A
Sincerely, PANTOPS CORNER, LC
D.B 4358-684,
I ,) 688 PLAT
��ila
C
.
ZONED: HG
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SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
MGM
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4 2 2 .2 BIQ ET ) 0 009 5[ SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE OVERVIEW
SHEET C2 OF 15
V1 A4 011 b I
T.M. 78-5A
dI -op" CORr\IER, LC
D,B, 4358-684-,
688 PLAT
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APPROXIMATE LOC ....... SE F Fj INT TBR OAK TRE� _r ONU
COMBINED UTILITY EASEMENT / , r I I
0� —APFROXIMATE LOCATION OF EX. WM -=z=zz '11--�m
FOR VEPCO, CENTEL & ASCA BEG11flING) 30 0 30 0 90
APPRQXIMATE LOCATION 01 BINED UTILITY EASEMENT VAULT 7�-
I VEPCO, CENTEL & -�CSA
20'/WATERLINE EASEMENT
(D,B. 1327-145), FC 0
0 0
Scale: 1"=30'
(D.B. 1549-598) (D. . 1168-54E6)
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 Shimp-angineering.00111
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1 ) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [BID SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04. 14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
19.078
EXISTING CONDITIONS
& DEMOLITION
SHEET C3 OF 15
ps 0ulai C3
SEGMENTAL E
WALL B MAX
W/ 42"
T.M. I8-5A
PANTOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
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FOR VEPCO, CENTEL & ACSA
(D. B. 1168- 546)
_P_L-A,T
.
D.-'�33�-701, e.
/D'� -rTiRU 707 PAT
2' OVERHANG
FOR 16' PARKING
SPACES (SHOWN
FOR PLANNING
�PRPOSES ONLY)
'-MANAGED
SI OPFS
/HAWARE
ICAL EOUIPMENT OR i�JTHER UTILITY
ON THE ROOF S ALL BE
ED FROM PUBLIC V W TO THE
ABLE SATISFACTIO OF THE AGENT
ATERIALS HARMO OUS WITH THE
BUILDING, OR THEY SH6 L BE LOCATED SO
AS NOT TO BE VISIBLE/FROM PUBLIC VIEW
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 skimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
--- � ROAD -FLOW
-----' AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B 1 D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
19.078
,ttVt,� _ __v: SITE PLAN
0 H�o V N
ERR
/
OHu� SHEET C4 OF 15
{ 30�•.,_"' 0 30 60 90
1yywn' _}ytyl
C4
a � _
_- - CD
R7 Scale: 1 "=30'
— T
6" 00
,
YR
44
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7
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PSI\ITOP � CORNER,
LC
D.B. 4358-684,
688 PLAT
ZONED: HC
At
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4 tQAK TPE
PROPOSED LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Cal./Height
Quantity
Total
Height(ft)
Can
SF
Total
Canopy
in 10 Yrs
SF
0Lt
Large Deciduous Tree
Liriodendron tulipifera
Tulip Poplar
2.5"
7
37
387
2709
Gra
Large Deciduous Tree
Platanas acerifolia
London Plane Tree
3.5"
8
30
368
2944
Ck
Medium Deciduous Tree
Cladrastris kentukea
Yellow wood
2,5"
10
24
289
2890
Sl
Medium Deciduous Tree
Cercidiphyllum
Katsuratree
2.5"
7
28
222
1554
japonicum
Cb Cb
Small Deciduous Tree
Carpinus betulus
"Fastigiate"
Pyramidal European
Hornbeam
6-8' Ht.
10
17
69
690
Flowering Ornamental
Cercis canadensis &
evs.
Eastern Redbud
6-8' Ht.
12
17
124
1488
TC
Large Deciduous
Tilia cordata
'Greenspire'
Littleleaf Linden
2.5"
8
16
249
1992
i
f �}CV
(`*
Small Ornamental
Crataegus viridis
'Winter King"
"Winter King"
Hawthorng
6-8' Ht.
8
16
184
1472
Cf
Dogwood
•
�
Flowering Ornamental
Cornus Florida
'Appalachian
6-8' Ht.
15
15
128
1920
Spring'
Bn
Bn
Medium Deciduous
Betula nigra
Dura Heat Birch
6-8' Ht.
2
13
45
90
PC
Deciduous Shrub
Hydrangea quercifolia
Oak leaf Hydrangea
2' Ht.
11
7
28
308
{ 9
Deciduous Shrub
Fothergilla gardenii
Dwarf Fothergilla
2' Ht.
39
3
10
C IV
Deciduous Shrub
Itea virginica 'merlot'
Sweetspire 'merlot'
2' Ht.
49
3
6
0Ig
Evergreen Shrub
Ilex glabra
Inkberry Holly
2' Ht.
34
6
23
782
Evergreen Shrub
Viburnum x pragense
Prague Viburnum
5' Ht.
2
10
44
88
y y,
Low Maintenance Ground
Low Grow Fragrant
u
Cover
Sumac
X
Interior Landscape Area
TOTAL
SF:
18927
LANDSCAPING REQUIRED:
STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 50' O.C. PARALLEL TO ROAD (540 LF)
*ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3.5' CALIPER TREES 35' O.C. W/ FLOWERING ORNAMENTALS
INTERSPERSED*
REQUIRED: (540/50)+1 = 12 LARGE SHADE TREES; (540/35)+1 = 16 TREES FOR ENTRANCE CORRIDOR
PROVIDED: 8 LARGE SHADE TREES, 35' O.C. W/ 14 ORNAMENTALS INTERSPERSED
10 NEW SMALL DECIDUOUS TREES, 25' O.C. (UNDER UTILITY LINE) W/ 10 ORNAMENTALS
INTERSPERSED
TOTAL 8 LARGE SHADE TREES, 10 SMALL DECIDUOUS TREES, 35 ORNAMENTALS.
INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF
REQUIRED: 11,661 SF
PROVIDED: 15,855 SF (demarcated by herringbone hatch)
1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF.
242 PARKING SPACES + 134 EX. DISPLAY SPACES (376 / 10 = 37.6)
REQUIRED: 38 SHADE TREES
PROVIDED: 7 EXISTING SHADE TREES
31 NEW SHADE TREES
SITE REQUIREMENT (32.7.9.8): 107. CANOPY REQUIRED. CANOPY CALCULATED FROM PLANT MATERIALS
EXCEEDING 5 FT AFTER 10 YEARS OF PLANTING.
SITE AREA 579,250 SF x 10% = 57,925 SF
CANOPY REQUIRED: 57,925 SF
CANOPY PROVIDED: 43,000 SF EXISTING CANOPY PROVIDED
18,927 SF NEW CANOPY PROVIDED (shrubs not included)
TOTAL 61,927 SF CANOPY PROVIDED
NOTES:
1. 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.
2. All landscaping and screening shall be maintained in a healthy condition by the
current owner or property owners' association and replaced when necessary.
Replacement material shall comply with the approved landscape plan.
3. All new planting shown on the plan will be completed after building and road
construction to avoid tree planting damage.
4. All disturbed slopes of steeper than 3:1 to have low maintenance ground cover.
5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted
by improvements associated with this project.
MAINTENANCE:
• LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall
through late winter. Mow on a three—year cycle where 1/3 of the area is mowed
each year. Do not mow during the spring or summer months because of the nesting
season. When mowing, cut grass no lower than 6 inches and allow stubble to remain
until spring to help insulate plant roots and provide cover for wildlife. If native
warm —season grasses are cut lower than 6 inches during the active growing season,
the stand will be reduced significantly.
e *:NN VA!
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�, � �; ... �• ,� _ � rMAJOR SITE PLAN AMENDMENT
__ �. _ _ti •. _.... :......._...,� _..._..... -.._ ......�... ..�... s �.. �.i1. �...., � r , � r /. ALBEMARLE COUNTY_ VIRGINIA
X.\-LLP,
AK
E, . 5 EX 1 �» mx,
Ex: } 5" E C.
0 IS T SEE / OA TR E
0,41E TRElE / Al< TF E
J
t
F.
FOR VEPCO, CENTEL & ASCA / / L......_. ..........
APPRC7 CIMATE LOCATION OF BEG-11' NIIAG) CO BIPJED tlTILITY"EASE IEI Ci.
i (D.B. 1327-145), 20'/WATERLINE EASEMENT Ui I ; FO VEPCO, CENTEL & �tCSA
/ t (D.B. 1549-598) I I (D. 1168-546)
l %
,:a.__�. f ,,
.i ,
SUBMISSION:
:3
'. 2020.02.21
REVISION:
- - - 1) 2020.06.15
-- 2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
--------- 4) 2020.09.25 [BID SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
— 8) 2021.03.24
--_._._._ 9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
LANDSCAPING PLAN
i SHEET C6 OF 15
SEE PLANS FOR EXACT LAYOUT. SPACE
PLANTS AS SPECIFIED IN PLANT LIST OR
AS SHOWN. ADJUST SPACING AS
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
MULCH 2" DEEP IMMEDIATELY
AFTER PLANTING AND WATER
THOROUGHLY.
PLANTING PIT.
PREPARED Sol
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
P
1 SHRUB PLANTING DETAIL
C11 Not To Scale
SET TRUNK PLUMB. SEE PLANS
FOR EXACT LAYOUT AND
SPACING.
ARBOR TIES, OR SIM
1-1/2" SQ. OAK ST
SET 180 DEGREES
FINISHED GRADE
APPLY 2" OF WI
PLANTING AND 1
4" COMPACTED EAR'
WATERING BERM
EXISTING GRADE
PLANTING PIT. S
REQUIREMENTS,
PLANTING SOIL
REMOVE BURLAF
TOP 1 /3 OF RO
UNDISTURBED SOIL
1 TREE PLANTING DETAIL
C% Not To Scale
4
1
County of Albemarle
Conservation Plan Cheeldist —To be placed on Landscape Plans
(Handbook, pp III-284-11I-297 for complete specifications)
1. The Following items shall be shown on the plan:
m Trees to be saved;
QI Limits of clearing (outside dripline of trees to be saved);
is Location and type of protective fencing;
❑ Grade changes requiring tree wells or wails;
❑ Proposed trenching or tunneling beyond the limits of clearing.
2. Marldugs:
❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3. Pre -Construction Conference:
m Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dri plines of trees
to be saved.
5. Soil Erosion and Stortnwater Detention Devices-
0 Such devices shall not adversely affect trees to be saved.
6. Fires:
m Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
S. Protective Fencing:
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
9. Tree Wells:
❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Tunneling.
When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12. Cleanup;
m Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
W Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
OWNER SIGNATURE
e—7c)
(DATE)
CONTRACT PURCIIASER SIGNATURE (DATE)
5/1/06 Page 1 of 1
SET SHRUB PLUMB. TOP OF
ROOTBALL SHALL NOT BE MORE THAN
1" ABOVE FINISHED GRADE
REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL
3" TALL WATERING BERM
FINISHED GRADE
0
in
0
I
M
1992 3,38
Source: Va. DSWC
Plate 338-2
III - 401
TREE PROTECTION FENCING
THAT THE STREAM WAS RELOCATED AT THIS
�� IN CORNER BY VA. DEPT. OF HWY& NO
EVIDENCE
--` . •- vary �.
z� OF THE ORIGINAL STREAMLOCATION EXISTS.
o,' THE CORNER PROPERTY LINE SHOWN HERE ON
\ ; 4 S TO THll E CENTER OF THE EXISTING STREAM.
o T.M. 70-58K
JANI S A., JR, PEGGY W. DET
,`\ \ �� - D.B. -7713-41 g
�. ^ D.B. 2700-317 PLAT
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D.B. PLAT
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44
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 skimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08A0 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
19.078
LANDSCAPING DETAIL
3 TREE CONSERVATION AREA
SHEET C7 OF 15
C7
+0U
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Symbol
Label
Quantity
Manufacturer
Catalog
Number
Description
Lamp
Filename
Number
Lamps
Lumens Per
Lamp
Light Loss
Factor
Wattage
B
7
Gardco by
Signify
ECF-L-801-
-900-WW-
EcoForm Area LED -
Large, 80 LEDs, 3000K
(5) LEDGINE SLD
LIGHT ARRAY(S)
ecf- -801
-900-ww
1
Absolute
1
224.9000
G2-5
CCT, TYPE 5 OPTIC, No
DRIVEN AT
-g2-5.ies
Shield
900mA
C
2
Gardco by
ECF-L-801-
EcoForm Area LED -
(5) LEDGINE SLD
ecf-1-801
1
Absolute
1
224.9000
Signify
-900-WW-
Large, 80 LEDs, 3000K
LIGHT ARRAY(S)
-900-ww
o
G2-3
CCT, TYPE 3 OPTIC, No
DRIVEN AT
-g2-3.ies
Shield
900mA
D
6
Gardco by
Signify
ECF-L-80L
-900-WW-
EcoForm Area LED -
Large, 80 LEDs, 3000K
(5) LEDGINE SLD
LIGHT ARRAY(S)
ecf-1-801
-900-ww
1
Absolute
1
224.9000
02-4
CCT, TYPE 4 OPTIC, No
DRIVEN AT
-g2-4.ies
ID
Shield
900mA
E
3
Gardco by
ECF-S-48L
EcoForm Area LED ECF
(3) LEDGINE SLD
ecf-s-481
2
Absolute
1
135.1
El
Signify
-900-WW-
G2-4
- Small, 48 LED's,
LIGHT ARRAY(S)
-900-ww
-g2-4.ies
3000K CCT, TYPE 4
DRIVEN AT
OPTIC, No Shield
900mA
O1 0.I OZ 0 1.6 21 32 60 + + + + + + + + + + + + + 02 93 151 20 I01 +o+0 JNotes:
+
@20 5 1. Existing lights on site are shown with label "A". Existing lights are at 15 ft height
+0.1 +0.2 +03 +0.9 +I.] +25 +3.1 +15 +5] +5.1 +39 +29 19 +1.2 +0° O.i +0.6 ^ +0.9 +08 +0:1 +0.2 +03 4A {0., +0.1 +0.1 +o.t +0.1 +OU too +o" irJU i0D +OD iU0 L2+1
90 i!J+.I 02 S 1.1 I H 25 +3.3 +1.2 +15 t1.2 t3.5 t2.° tt .9 -IJ +0.9 +1D ,.3 t1.9 t26 ++2.2 +tA +Ob 5+0.3 t02 42 _I? 0.3 +OA 03 9.1 4.1 4.1 '?. +0., +00 { 0 +000 ].0 ' 0 +00 +90 + D +Jo line•
2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans.
01 01 5 12 f.9 �b 3A St33 33 32 26 19 11 12 f3 1.8 �9 50 { 80 /-g5 5.3 ° I $'^. 03 O] 08 °.8 0.6 5 05 0.3 02 01 01 O1 01 00 go J9 00 0➢ 00 0.0
�--__ C-1 @2, -�5 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial
+°.1 {°.1 +°fi {f'3 }21 +2'9 +3b +13 +15 +1.° +33 +2D +I .6 +1.5 +18 {23 +3'1 +5'1 +J'2 +6.6 t]'1 4.6 +26 +19 +13 +135..,•. 1...�122 02 +12 {I2 +t.° +°.] � 4+4 {V2 +U'1 +°'1 .t9.° go }!° +00 +°° ,go t° � t0�0 lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect
5 light away from adjoining residential districts and away from adjacent roads. The
+°'' +°'' +°B +'"' +22 +32 +'3 +5.5 +52 +'3 +3.5 +26 �=3 +'.6 +'.9 +2� 2' +33 }'3 +5.1 +5.6 +5] +'S +3.5 +26 +1 +'� +9 +'' +''9 +1A ``°-..,,,,�'S +12 +°9 t°.6 5 +°'' +02 t°"t +°"1 +90 'J0 '°0 +40 `°➢ -,go +9° spillover of lighting from luminaires onto public roads and property in residential or
B4 rural areas zoning districts shall not exceed one half footcandle.
0, 0., OS 13 2.1 31 1.2 11 33 2 1.9 `4� 1.3 ZO 21 30 a 12 1fi 5� 10 33 28 2.5 25 Zb 28 29 28 22 1^ II 0 0.5 02 O1 0.1 01 01 01 00 0D OD 0
5 ,4. Existing lights on site vary between 3000K-6000K color temperature. All new
S
4.1 QI OS .2 1s 2d 36 32 1.1 3° 3, Z> Zb 1 25 23 .0 I6 , S.J 1J S2 3.2 30 33 36 11 38 30 20 ,3 o.9 OZ 0.1 0.1 0.1 0.I UI 00
+ +1+ + + + + + + + + +Z+ { {2+ + + + + + +3' � + + + + + { + + + + +O1 0�l _+01----- - light fixtures or bulb replacements to have 3000K color temperature.
5 0.1 0S 18 IS
-" 5. Provide light gray, square pole for proposed fixtures to match existing
.2 +1 .0 +I.3 t20 +2.> +3.0 t30 +3.9 +28 +28 +3.1 +33 3.5 t33 6 +. 3.1 +1.1 +53 18 S.I :1 36 .6 33 2.3 03 0.3 0.1 0., .l 0.1 QI +O1 t0.1 +0U i �
STATISTICS:
Average = 2.2 fc
Maximum = 28.3 fc
Minimum = 0.0 fc
t t +
Gardco EcoForm Gen-2 combines economy with performance in an LED area
luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low
profile LED lurninaire, EcoForm offers a new level of customer value, EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral
control systems available for further energy savings. Includes Service Tag, our
innovative way to provide assistance throughout the life of the product.
Ordering guide
Project:
Location:
Cat.No:
Type:
Lamps: Oty:
Notes:
example: ECF-L-96L-1A-CW-AR-AFR-90-120-DD-PCB-Ft-SP1-TB-RPA-HIS-BK
ECF-L'
80L
90
WW- ,
AR
3
ECF-L
80L
900
WW-G2
AR
Type
120 120V
OD 0-iOVExternal
IMR13
Ecol'orm
BOLEDs
900mA
Warm White
Arm Mount
208 208V
dimming (by others)'
Integratwith
2 Type
site and
(5 modules)
1A
3000K,70CRI
(standard)z
2-90 Rotated
240 240V
OCC Dual CircuitControl'5-'
93lens15
area,
1050mA
Generation
left 90'
277 277V
FAWS Field Adjustable
IMRI7
The
large
1.2A
NW-G2
2 210 Rotated
347 347V
4
Wattage Selector �
Integralwith
1200mA
Neutral White
following
right
480 480V
SW Interfacemodule
#71ens is
4GOOK,70CRI
mounting
270
UNY 120277Y
for5ite'Rise "az
96L
800
G¢neration2
kits must
(50/60Hz)
LLC Integral wireless
'-""
96LEDs
800mA
be ordered
Type'
HVU 347480V
module
(6 modules)
1A
CW-G2
separately
(50/60Hz)
81. 81-level
3Type3
1050mA
CoolWhite
(See
3.90 Rotated
functionality'""
1.2A
5000K,70CRI
accessories)
left 90'
1200mA
Generation
SF
3-270 Rotated
DynaDimmer:Automatic
Profile Dimming
Fitter
Slip Fitt
tight
C550 Safety 50%
Mount
270'
Dimming, 7 hours"'
(fits to 2'/a'
Type4
CM50Medfan50%Dimming,
O.D. tenon)
shouts"
4 Type 4
WS
4-90 Rotated
CS30 Safety 30%
Wallmount
teft90'
Dimming, 7hoursO
with surface
4-270 Rotated
CM30Medfan30%Dimming,
conduit
right
shouts'.'
rear entry
270'
permitted
TYpe5
RAM
5 Type 5
Retrofit arm
mount kit'
SW Type 5W
AFR
Auto Front Row
AFR-90
Auto Front Row,
Rotated left 90°
AFR-270
Auto Front Row,
Rotated right
270'
1. BL-IMRI3/7 equipped with out -boarded sensor housing when
voltage is HVU (347-48OV)
2. Mounts to a 4" round pole with adapter included for
square poles.
3. Limited to a maximum of 45 degrees aiming above horizontal.
4. Not available with other dimming control options.
5. Not available with motion sensor.
6. Not available with phatocontrol.
7. Available only in 120 or 277V.
ECF-L-EcoForm-area-large 03/20 page 1 of 7
8. Not available in 347 or 480V
9. Must specify input voltage.
10. Dimming will not be connected to NEMA receptacle if ordering
with other control options.
11. Not available in 48OV. Order photocell separately with TLRD5/7.
12. Not available with DCC.
13. Not available with SF and WS. RPAa provided with black finish
standard.
14. HIS not available with Type 5 and 5W optics.
„. 61r
MG,
PCB
Fusing
Square Pole
Textured
Photocontrol
Adapter
F1 Single
BK Black
Button','
(120,277,347VAC)'
included in
WH White
TLRD5
F2 Double
standard
BZ Bronze
Twist Lock
(2081240, 480VAC7
Product
DGY Dark Gray
Receptacle
TO
MGYMedium Gray
5Pin 11
Pole Mount Fusing
Terminal
7LRD7
Block'
Customer
specified
FRI Single
Twist Lock
(120,277,347VAC)4
RPA
RAL Specify
Receptacle
FP2 Double
Round Pole
7 Pin!,
(208, 240, 480VAC)
Adapter
optional
TLRPC
FP3 Canadian
(fits to3°-
color or RAL (ex: RAL7024)
Twist Lock
Double Put[ (208,
3.9' O.D.
CC Customcolor
Receptaclew/
240,480VAC)'
pole)'
(Must supply
Photocell'"
Surge Protection
HIS
color chip
(10kAstandard)
Internal
for required
SP2lncreased20k
Housing
factoryquote)
Side Shield'"
15. Not available with DD. DCC, and FAWS dimming control options.
16. Nat available with DD, DCC, FAWS and LLC dimming control
options.
17. Must specify a motion sensor lens.
■�L � 'i `eft ril.' ptt 0ir'.,
L
Pn1NiUH
Gardco EcoForm Gen-2 combines economy with performance in an LED area
luminaire. Capable of delivering up to 42,000 lumens or more ini a compact, low
profile LED luminaire, EcoForm offers a new level of customer value, EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral
control systems available for further energy savings. Includes Service Tag, our
innovative way to provide assistance throughout the life of the ,product.
Ordering guide
Project:
Location:
Cat.No:
Type:
Lamps: Oty:
Notes
example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F1-SPt-TB-RPA-HIS-BK
ECF-L
80L
90 .
WW-
AR, W
4
ECF-L
80L
900
WW-G2
AR
Type
120 120V
DD 0-10VExternal
IMR13
EcoForm
80LEDs
900mA
Warm White
Arm Mount
208 208V
dimming (by others)'
Integralwith
j Type2
site and
(5 modules)
IA
3000K,70CRI
(standard)2
2-90 Rotated
240 240V
DCC Dual Circuit Controlr$'
43lens15
area,
1050ri
Generation
left 90'
277 277V
FAWSFieldAdjustable
IMR17
The
large
1.2A
NW-G2
2-270 Rotated
347 347V
Wattage Selector 11
Integralwith
g
1200mA
Neutral White
follovring
right
480 480V
SW Interface module
#7lens1,
4000K,70CRI
mounting
270'
UNY 120-277V
forSiteWise"37
96L
96LEDs
SOQ
800mA
Generation2
ktsrnust
(50/60Hz)
LLC Integral wireless
be ordered
Ty
HVU 347-480V
module'"
''Ape'
(6rnodules)
to
CW-G2
separately
( 50/60Hz)
BL Bi-level
3 Type 3
1050mA
Cool White
(See
3 90 Rotated
functfonality',4•a
1,2A
5000K,70CRI
accessories)
left 90'
1200mA
Generation
SF
3210 Rotated
DynaDimmeDAutomatic
Profile Dimming
Slip Fitter
Mount'
right
270'
CSSD Safety 50%
(fits to 21/a,
Dimming, 7 hours 11
O.D. tenon)
Type 4
CM50 Median 50% Dimming,
4Type4
8hours4.'
WS
4-90 Rotated
CS30 Safety 30%
Wallmount
left 90'
Dimming, 7hours'•'
with surface
4-270 Rotated
CM30Median 30%Dimming,
conduit
right
8hoursQ°
rear entry
270'
permitted
RAM
Type 5
5 Type 5
Retrofit arm
mount kit z
5W Type5W
AFR
Auto Front Row
AFR-90
Auto Front Row,
Rotated left 90'
AFR-270
Auto Front Row,
Rotated right
270'
1. BL-IMRI3/7 equipped with out -boarded sensor housing when
voltage is HVU (347-48OV)
2. Mounts to a 4" round pole with adapter included for
square poles.
3. Limited to a maximum or 46 degrees aiming above horizontal.
4. Not available with other dimming control options.
5. Not available with motion sensor.
6. Not available with photocontrol.
7. Available only in 120 or 277V.
ECF-L-EcciForrn-area-large 03/20 page 1 of 7
8. Not available in347or480V
9. Must specify input voltage.
10. Dimming will not be connected to NEMA receptacle if ordering
with other control options.
11. Not available in 48OV. Order photocell separately with TLRD5/7.
12. Not available with OCC.
13. Not available with SF and WS. RPAs provided with black finish
standard.
14. HIS not available with rype 5 and 5W optics.
PCB
Fusing
Square Pole
Textured
Photocontroi
Adapter
F1 Single
BK Black
Button'.'
(120, 277, 347VAC)'
includedin
WH White
TLRD5
F2 Double
standard
BZ Bronze
Twist Lock
(208,2,10,480VAC)l
product
DGY Dark Gray
Receptacle
TO
MGYMlediumGray
5 Pin 11
Pole Mount Fusing
Terminal
TLRD7
FP1 Single
Block"
Customer
specified
Twist Lock
020, 277, 347VAC)'
RPA
RAL Specify
Receptacle
FP2 Double
Round Pole
optional
7Pin "
(208,240,480VACY
Adapter
colororRAL
TLRPC
FP3 Canadian
(fits toY-
(ex;RAL7024)
Twist Lock
Double pull (208,
3.9"O.D.
CC Custom color
Receptaclew/
240,480VAgs
pole)"
(Must supply
PhataceB9a
Surge Protedion
HIS
color chip
(10kAstandard)
Internal
for required
Housing
Side Shield"
factoryquote)
SP2 Increased 20M
15. Not available with DD. DCC, and FAWS dimming control options.
16. Not available with DD. DCC, FAWS and LLC dimming control
options.
17. Must specify a motion sensor tens.
PS"tHlur+ -
Gardco EcoForm Gen-2 combines economy with performance in an LED area
luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low
profile LED luminaire, EcoForm offers a new level of customer value. EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral
control systems available for further energy savings. Includes Service Tag, our
innovative way to provide assistance throughout the life of the product.
Ordering guide
Project:
Locatlon:
Cat.No:
Type:
Lamps: Oty:
Notes:
example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F1-SP1-TB-RPA-HIS-BK
ECF-L
=1
90
900
WW
WW-G2
AR
AR
5
Type
120 120V
DD 0-10VExternal
IMR13
ECF-L
SQL
Ecol'onn
80LEDs
900mA
Warm White
Ann Mount
208 208V
dirruning(by others)'
Integral with
j Type2
siteand
(5 modules)
1A
3000K,70CRI
(standard)=
2-90 Rotated
240 240V
DCC Dual Circuit Control a•s•6
43lens"
area,
I050mA
Generation
fah 90°
277 277V
FAWS Field Adjustable
IMRI7
The
large
1.2A
NW G2
2-210 Rotated
347 347V
Wattage Selector 15
Integratwith
1200mA
NeutralWhite
foffowfng
right
480
02
SW Interface module l'
#7 (ens a
4000K,70CRI
mounting
270'
12
UNY 120-277Y
for Sil
far
96L
800
800mA
Generation 2
kitsmust
(50l60Hz)
gralwirele
LLC Integral wireless
"�,r
96LEDs
be ordered
Type'
HVU 347-480V
module
(6 [nodules)
1A
CW-G2
y se arclef
p
(50/60Hz)
BL BHevel
3Type3
1050mA
CoolWhite
(See
3 90 Rotated
functionality'•""
12A
5000K,70CRI
accessories)
left 90°
1200mA
Generation
SF
3-270 Rotated
DynaDimmer.Automatic
Profile Dimming
Slip Fitter
Mount'
right
210'
CS50 Safety SG%
(fits to 2'/a'
Dimming, 7 hours"
Type
CM50Medfan50%Dimming,
O.D. tenon)
8 hours"&
4 Type 4
WS
4-90 Rotated
CS30 Safety 30%
Wall mount
left 90'
Dimming, I hours"a
with surface
4-270 Rotated
CM30 Median 30% Dimming,
conduit
tight
8hours"a
rear entry
270'
permitted
RAM
Type 5
5 Type 5
Retrofit arm
mountkit'
5W Type 5W
AFR
Auto Front Row
Auto Front Rc
Rotated left 9
AFR-270
Auto Front Rc
Rotated right
1. BL-IMRI3/7 equipped with out -boarded sensor housing when
voltage Is HVU (347-48OV)
2. Mounts to a 4" round pole with adapter included for
square poles.
3. Limited to a maximum of 45 degrees aiming above horizontal.
4. Not available with other dimming control options.
S. Not available with motion sensor.
6. Not available with photocontroi.
7. Available only in120or277V.
ECF-L-EcoForm-area-large 03/20 page 1 of 7
8. Not available in 347 or48OV
9. Must specify input voltage.
10. Dimming will not be connected to NEMA receptacle if ordering
with other control options.
11. Not available in 480V. Order photocell separately with TLRD5/7.
12. Not available with DCC.
13. Not available with SF and WS. RPAs provided with black finish
standard.
14. HIS not available with Type 5 and 5W optics.
PCB
Fusing
Square Pole
Textured
Photocontrol
Adapter
FI Single
8K Black
Button'-'
(120,277,347VAC)'
includedin
WH White
TLRD5
F2 Double
standard
BZ Bronze
Twist Lock
(2081240, 480YAC)
product
DGY Dark Gray
Receptacle
TO
MGYMediumGray
5Pin t1
Pole Mount Fusing
Terminal
TLRD7
FP1 Single
Block''
Customer
specified
Twist Lock
(120, 277, 341VAC)'
RPA
RAL Specify
Receptacle
F132 Double
Round Pole
optional
7Pin"
(208,240,480VAC)
Adapter
color or RAL
TLRPC
FP3 Canadian
(fitstci
(ex:RAL7024)
Twist Lock
Double Pull (208,
3.9"0.0.
CC Custom color
Receptaclew/
240,480VAC)9
pole)"
(Must supply
photocell9r
Surge Protedion
HIS
colorchip
(lOkAstandard)
Internal
for required
Housing
factoryquote)
SP2 Increased 20 11
Side Shield"
15. Not available with DD. DCC, and FAWS dimming control options.
16. Not available with DD, DCC, FAWS and LLC dimming control
options.
17. Must specify motion sensor lens.
Pnt rLtiriia
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.coni
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B 1 D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
19.078
LIGHTING DETAILS
N
SHEET C9 OF 15
30 0 30 60 so
Scale: 1"=30' MW 6M)�l
C9-
Lt—_-- ---Al a
415
410
405
400
395
390
385
380
37
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
ENTRANCE 1 SIGHT DISTANCE. RIGHT
�101" = 50' HORZ
1" = 10' VERT
ENTRANCE 1 -V
415
410
405
400
395
390
385
380
14+50 15+00 15+50 16+00 16+50 5
440
435
430
425
420
415
410
405
400
�RK
ENTRANCE 1 SIGHT DISTANCE LEFT
1" = 50' HORZ
1 " = 10' VERT
A
----.f { \ \\ \} � \ ram/ \ _ J " —'_• _ _iJJ� , 1
i
50 0 50 100 150
I --
_..__ 1
- - - - -- -I ----- -------- -------- ---
I
13+50 14+00 14+50 15+00 15-1
440
Scale: 1 "=50'
435
430
425
420
415
410
405
400
.595
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021,03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SIGHT DISTANCE
19.078 1
SHEET C10 OF 15
sm
420
415
410
405
400
395
390
385
380
375
370
3651
37
370, 0
STORM PROFILE Al-A5
1" = 30' HORZ
1" = 10' VERT
3 0
rq a
tto- -
oI T
__
z 3 ~ _ _ - i -USE_ CLASS -It BACKFtt
_-- \ _. __ -_ _. j .- _ MATERIAL -AT _9a _..
_. _ COMPACTION WHERE - -o
400 I PIPE HAS <2 COVER =1 M
I_ _. _ - _ _ N
_
_ .._ _.
395
390
-208 QSLF 15" NDP-E ®-0.65%
-f - - _
_ _
_.
385 � 0000 - -- - - `-- t•-
_._
zZ 0 _
_. _.
o»>
> zz_
380 z --
_... - -
-- - - - - - -
5
10+50
11 +00
STORM PROFILE A3a-El
1" = 30' HORZ
1" = 10' VERT
11 +50
12+00
410
405
400
395
390
385
380
-- 375
12+R 0
420
415
410
405
400
395
390
385
380
375
370
LD-204 Stormwater Inlet Computations
Inlets on Grade Only
Sag Inlets Only
a)
Z3
2
i5
Q
H
ill
rn
Q
0
Q
Z
U
Q
N
.O-.
U
4
U
w
O
�
Q
co
c
E
(01
U
>
Cuv
5
z
N
C:
O.,
O
(9
V)
X
>
a.
a
X
c9
C7
(D
TD
1- r4
-2
U
`°
o
C
(D
a
o
Q
2
N
0
N
Q
a
C)
N
c
O
r2
Ol
U
o
Q
'0
1
2
3
4
5
6
8
9
10
11
12
13
1 14
15
16
1 17
1 18
19
20
21
1 22
23
24
(ft)
(ac)
(in/hi
(cfs)
(cfs)
(cfs)
(ft/ ft)
( ft/ ft)
(ft/ ft)
(it)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
D3
DI-3113
10
1 0.42
0.84
0.35
6.5
2.30
-
2.296
0.013
0.035
0.037
0.21
0.50
0.42
5.82
0.35
4.0
1.41
-
1.413
0.013
--071-6-T
0.50
0.31
4.20
A5a*
DI-313
6
0.41
0.85
0.35
6.5
2.27
-
2.268
0.013
0.054
0.025
0.080
0.22
0.50
0.44
4.38
0.35
4.0
1.40
-
1.396
0.013
0.16
0.50
0.32
1.99
E1
DI-3131
6
0.49
1 0.82
0.40
6.5
2.59
-
2.592
0.013
0.0247
0.037
0.080
0.24
0.50
0.48
4.16
0.40
4.0
1.60
-
1.595
0,013
1
1 0.17
0. 50
0.35
1 2.36
B2
DI-313
12
0.26
0.70
0.19
6.5
1.21
-
1.205
0.013
0.089
0.020
0.080
2.42
0.17
100%
1.21
0.00
0.19
4.0
0.74
-
0.742
0.013
1.75
0.14
100%
0.74
0.00
B1
1
6
0.05
0.77
0.04
6.5
0.25
-
0.246
0.013
0.089
0.020
0.080
1.16
0.09
100%
0.25
0.00
0.04
4.0
0.15
-
0.151
0.013
0.97
0.08
100%
0.15
0.00
A3a
DI-3A
4
0.05
0.73
0.04
6.5
0.24
-
0.237
0.013
0.015 1
0.015
0.09
0.50
0.17
5.81
0.04
4.0
0.15
-
0.146
0.013
0.06
0.50
0.13
4.21
A6
DI-313
10
D.29
0.89
0.25
6.5
1.65
-
1.651
0.013
0.027
0.030
1
0.17
0.50
D.35
5.76
0.25
4.0
1.02
-
1,016
0.013
0.13
0.50
0.25
4.17
Mat
D1-3C
12
0.14
0.62
0.09
6.5
0.58
-
0.580
0.013
0.01
0.013
0.06
0.50
0.12
4.91
0.09
4.0
0.36
-
0.357
0.013
0.05
0.50
0.09
3.55
A4
DI-313
6
0.14
0.65
0.09
6.5
0.60
0.602 1
0.013
r 0.027
0.045
0.12
0.50
0.25
2.75
0.09
4.0
0.37
-
0.370
0.013
0.09
0.50
0.18
1.99
A3
D1-3C
12
0.49
0.85
0.41
6.5
2.69
-
2.686
0.013
0.02
0.020
0.18
0.50
0.35
8.86
0.41
4.0j
1.65 1
1.653
0,013
0.13
0.50
0.26
6.41
410 0-
-
oto
N
405 T
--r-
w
017-
z1-
V7
-
TT
-
400
-
----._n -__- __ ...
-_..._ -.. _.
-
395
---
-
390
-
-
IF-
- _
13L1 _ _ _ 1....". HDPE _CaD Cf 65%.----
3851
0
10+50 11+00 11+50
M
M fCK)7
0>>
>
zz
z
STORM PROFILE A3-B2
1" = 30' HORZ
1" = 10' VERT
12+00
z z12+50
0>>
>zz
z
-- 10+00 10+50 11+00
STORM PROFILE D2-D3 5 STORM PROFILE F1-F2
n 1
HORZ
1' = 10' VERT 1" = 30' HORZ
1 " = 10' VERT
EX. CLASS I RIP'(
RAP CHANNEL `tl
_ CONTINUES TO
STREAM-- r.
i
CLASS I RIP RAP.
AT OUTLET OF F1. - F
340 - - ~ -� "'` 340 - --_ 7.5� MUM14M-4WDT '
GRAS-SED EMERGENCY ~� CONC. CRADLE
SPILLWAY- Q 3 7' NEW V.W. SWM FACILITY EASEMENT
-WID-TH, 3:1 SIDE SL S A� 55 119 d
OF 6' DAM 346
AS TOP
APPROX. 5, SF .'
< ~` 0 ND v c r
_--48'CONC -RISER
TRASH RAC Jt
�� ..
40
NBGV(VW SWM-FACILITY`EASEM'EtTI i�
\ DBE 5560 50
\ ` DETENTION ,Q D%DA_5I
C T ..-F, OM THE LOWER SIDE C�i
OIVS CTIffN,,AND ',MAIt`-T' "NCE': 56 a
to
\ ,SHAL E - FR}M{�TFIE EASTERh1_. -r = - 60 -
.`, \. SIDE .TO A ID< Q STURBA C�'OF', 60-! �� \ 0�
SLOPES
I-"\ f T f- A I T I !l A I r'1 /-1 A Ir-1 !l I 1-7-1 I---T t- w
LD-229 Storm [Drain design Computations
13W Richmond Road
13+00
60
55
50
45
40
35
30
NEW 20' PUBLIC-,._ -
DRAINAGE EASEMENT
DB-5550-130
/O
EX. RIP F
r5l"7 F', h F - V yVrj
11�49-�tiNING,
'\iR - AF ..TO-
� THE DAM
71TE INCOMING
Fmrn To Point
Point
Catch Runoff
A C081'
Lac)
Inc
AC
Accum
AC
Tot
Tic
(mina
Tot
Int(1Nr}
(injhr)
Tit
Flawlgy+rj(cfs)
Up
Inv
EI
Dn Pips
I Len
EI eft)
Iry Pipe
S Di-rl
ab {irl}
Pipe
Cap
(tfs)
Ve!:x,ii7
Flolulme
IrY
1
3 4
5
ra
7
8
9
10
11 12
13 14
_5
15
17
F2 F1
38.21
333.CO
337.50 64.3
0.7855 30
to
9.1
0.-2
D3 D 2
042 0. 84
G. 35
0.35
5-. 03
7.10
2.51
412. CC
406.73 1:5.66
3-ll 15
_4
8.6
0.22
A5a A5
1 08 0.82
C_819
0.89
Et00
7.10
6 tiC
405.10
39Mi2 78.79
6-9691. 15
18
13.6
0.10
E1 A3a
D49 0.82
1
0.44
5.00
7.10
2.83
390.f47
389.45 208.0S
0.16J54%n 15
5
4.6
0.75
B2 81
D 2 13.710
G.19
0.19
5- GO
7.1 D
' .32
392.40
392.23 25.5
0.6555 1s
a
3.8
1 0.11
B1 A3a
005 0. P
C.04
0.22
5. 00
7.10
' .59
392. 03
399.45 1- 7.58
2.20x'_• 15
-1
6.1
0.32
A3a A3
005 0,713
G.04
OM
5.03
7.10
4.68
3a9.25
397.69 240.12
0.il 15
5
5.1
0.73
A5 A.5
1 13.89
G.25
0.25
E-.07
7.10
' ..K
402.04
399.62 20.17
15
24
11.6
0.93
A5 A.4
1.14
5.03
7.10
SAC
399.42
393.95 66.la
8.274'_, 15
20
15.5
0.C7
A4a A4
D 14 O.e2
C_Uzi
0.19
5.00
7.10
-.35
395.77
393.95 75.22
2.42`':� 15
'-1
6.0
0.21
A4 A3
014 0.u5
G_09
1.42
5. OD
7.10
10.111
389.93
337.69 28.24
8-M = 15
20
16.2
0.03
A3 A.2
D 49 .3. 85
1
2.49
503
7.10
17.71
384.69
382.99 64,13
2.655= 18
_9
11.9
O. CG
A2 Al
2.49
5.03
7.10
17.71
370.78
375.00 55.49
3.21 `•'_• 18
20
12.6
0.07
13+5Q 0 z
>z
z
N
T
410
395
390
4+005
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7} 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
STORM DETAILS
SHEET C11 OF 15
061 � Cl 1
CG-sA C
ENTRANCE
EXPANSION JOINT L41
0
EXISTING OR %y WIDTH OF ENTRANCE
W U_r:�f/�J� •�
PROPOSED se�
EXPANSION JOINT w /,� _ •+� ' ,/!� /
FLOW LINE
6'-0" ENTRANCE WIDTH z
DESIRABLE MINIMUM 16'
EXPANSION JOINT ABSOLUTE MINIMUM 12'
ISOMETRIC VIEW
EDGE OF PAVEMENT I
HALF - PLAN •eE-�
WHEN USED IN CONJUNCTION WiTH STANDARD CG-3 OR CG-7,
THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED
TO MATCH THE MOUNTABLE CURB CONFIGURATION.
WIDTH OF 0/. TO 10% CHMIGE pARA9pLK CURVE ADJACENT
UTTER . 8" WIDTH OF SIDEWALK - l ` ` - -
FACE OF ® xx
CURB b a - - - - - - ---
1i. • �, • fl'. '
) CONC S E
a
CLASS A3 <H.... �S"b%yaacgQapS xx 12X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
o Tao ti-� 12X MAX. SLOPE
I 6" AGGR. BASE TYPE Z SIZE 216 xxx 3Y, MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
BY MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
1Q. FOR SIOEWALK,CURB AND GUTTER - BUILT CONCURRENTLY.
2Q FOR INITIAL CURB AND GUTTER ONLY.
Q FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED,
SECTION C-C Q FOR PEDESTRIAN ACCESS ROUTE - MINIMUM 4'-0" TRAVERSABLE
WIDTH IS REQUIRED WITH A MAXIMUM 2X CROSS SLOPE.
FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK.
FOR CURB AND SIDEWALK ONLY - WITHOUT GUTTER.
® INDICATES POINT OF GRADE CHANGE,
XVooT STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 1 REVISION DATE (FOR USE ACROSS SIDEWALK)
203.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
#5 BARS v 8" C-C TYP.
#5
Q 8ll " C-
C-C TYP,
A A
g
B
30" D4W T
'
IT
PLAN STRUCTURE SIZE
VARIES PLAN
+�'
CLASS A3 CONCRETE
CLASS A3 CONCRETE ••�
SECTION A -A
NOTES,
SECTION B-B
1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
ON THE DRAINAGE SUMMARY SHEET ANDIOR THE DRAINAGE DESCRIPTION. FOR MANHOLES.
JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACE OF
ADJACENT SAFETY SLABS SHALL BE W TO IT WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
ANY INLET PIPE OF 30" DIAMETER OR GREATER.
2. THE COST OF THE SLA IS INCLUDED IN THE COST OF THE STRUCTURE,
SEE CAST IN PLACE DRAWINGS
3. ACCESS OPENINGS ARE 7d BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE
FOR FURTHER DETAILS
OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.
_ 5 BARS a B" C-C TYP.
4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE
CLASS A3 (3000 PSI}. PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING
STEEL TO BE IN ACCORDANCE WITH AASHTO M31.
ep=s;+=-•�jt, r . .`+�i��,"t(�;+('
5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS
LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY
30" LONG).
TYPICAL PRECAST UNIT
1Voo-r
TYPICAL CONCRETE SAFETY
SLAB FOR DROP INLETS,
SPECIFICATION
REFERENCE
ROAD PAID BRIDGE STANDARDS
MANHOLES AND JUNCTION
BOXES
SHEET 1 OF 1
REVISION DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
106.14
�IiiilTLi_I
IIIIT I
I I I I I 30" DIAMETER
IIIII
IIIII I
I I I I I T T�i I
*6 .DOWELS, 8+' LONG A ERMISSIBLE
AT 42° C-C "OKI C�ONTTRUC7ION
5• MIN..
12-1 MAX CID� � z
MAX
.RAMP
(SEE TABLE) TRUNCATED DAMES
A .SEE SHEET 1OF 4 FOR DETAILS
5'-0'" MEN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 =lye
rMN. SECTION A -A
ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4:
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE MINIMUM RAMP LENGTH
IN PERCENT IN FEET
411 CURB. 6" CURB
0 4 6
1 5 7
_ 2 S B
3 6 9
4 8 12
in
in
5 tO 15
6 14 15
cRosswALt�c
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS. OF THE
SLOPE.
SHEET 3 OF 4
CG-12 DETECTABLE WARNING SURFACE
5 2 TYPE B (PARALLEL} APPLICATION REY.7lp5
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
CO-2
MIN CIFICATO
105 W
%j a • •
.4 •
TRANSITION BETWEEN 4
PPE DIAMETERS WHEN
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
SHAPE TO ELEVATION
OF hip -POINT OF
LARGEST PIPE.
SHAPE TO I
CON
PIOUR I I
I
I
I I
I I
•
SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
t
SH�WG OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �, t
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO pRAIN
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF' � TO INVERT OF
STRUCTURE. / OUTLET PIPE
MANHOLE OR DROP SET IS TO BE FORMED AND CONSTRUCTED
IN ACCORp44:E WITH APPLICABLE STANDARD OR SPECIAL DRAWING- a
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS Ci EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE � m.r ,�•.
UP TO 4'1 H DIAMETER AND CONSIST OF STORE BROKEN
, KEN BRICK.
BROKEN CONCRETE OR BROKEN CONIC �f
BETE BLOCK, THE SURFACE � f •�':
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. HOPE I I •.;:i'; +
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE +
PURPOSES ONLY. EACH MAMOLE OR DROP INLET IS TO 8E SHAPED - --
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION
AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
XV00 r STANDARD METHOD OF SHAPING SPREFERENCEN
ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS
SHEET 1 OF 1 REVISION GATE 302
108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
LMIN.Ll
DG L
PB-I
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL TOP OF FI
TOP OF FILL-�
GKOUND LINE _ � GROUND LINE x .- GROUND LINE x
' "1=1 I I I=1 rrrrrrr rr�rl I I� I I=1 I l= - ' i I _ - r rrrrrrr -
I rrrr rrr -I II�T_I-1 rrrrr rrrrr III=1 I I� 11= I I� I I=jf- rrrrrrr- ' r rr I-1 I i-1 I I=
Jim,
rrr )T-'
rrr rr, � riT- rrr rr I N rl1- rrr
EARTH -III- ROCK OR -1
EARTH
SOILELDING
El DOING
MATERIAL
-I i
MIN. 7/10 D k � U BEDIN
AL 1/10 D X F p X � BEDDING MIN.
MATERIAL (X D x
PER 1' OF H
MIN. B", MAX. 24" FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D , MIN, 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x D
--.-TOP OF FILL �-TOP OF FILL F-TOP OF FILL�rt�---�
x
rrrrrr, rrrrrrr,• - rrrrrr, rrrrrrr,•;;;;;_;, - �! rrrrrrrrrrrrrrr rrrrrrrrrrrrrr
rrrrr, rrrrr rrrrr rrr r,: -- rrrrrrrr rrrr rrr r rrrrrr rrrrrrrrrrrrr
r� rr, - N _ _ :rrrr rrr . - - --� rrrrrrrrrrr, rrrrrrrrrrr
GROUND � :rrr rr `v - =rrrrrrrrrr, rrrrrrrrrr -
o GROUND
LINE + •• b (s+: + =rrrrrrrrrr b rrrrrrrrr ::GROUND
LINE -LINE-
-
- - III III_IIi Ii-III II 4 EARTHMIN. 1/10 JI � I' -ROCK DR
MIN. 1/10 D � UNYIELDING -
MIN. 1/iQ D X D X BEDDING %Z" PER SOIL '+, -.• _i"r-TTl-iirI- -Mr
MATERIAL p' OF H k D X MIN. il70 'D � BEDDING " � EARTH
MIN. 8, BEDDING MATERIAL
MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE ® NOTES
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
rrrrr" FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND G" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY 8E
OR 12" OF CLASS i BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF -THE ROAD AND BRIDGE
SPECIFICATIONS.
iVDDT A DOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD MJD BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
SHEET , OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302
107.01 07719 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
ev Iv nve-w ex unw�� a 1nivutir[u7
*:XI MAX,
124
FA
NOTES
t THIS ITEM. MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 F EAST IN PLACE,
4000 PSI: IF PRECAST,
3•FACE QF CURB) WIaLLIUS PAID FOREATORRIALI.SGV BgNO
4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
((75'r DEPTH) OR INCREASED p� MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENi
IN THE PRICE END IS 70 BE MADE FOR A DECREASE OR AN
INCREASE iN DEPTH.
4" 2" R 5. CG-2 IS T BE USED ON ROADDg AYSf� ETING THE
APP,ENfEIXE�TOF FOR
YDOT ROAD�DE�Gry
ANuA1.
6�1
' d ' •'`I - � • SURFACE
SEE
NOTE 4 ..a • .?'.4.
BASE
d . A
SUBBASE
4,,
2" RADIUS
:A
15"
SURFACE
BASE
A
SUBBASE
12"
F CURB ES ALTERNATIVE
FEMCE STANDARD fi" CURB
542 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9l06
201.01
PAVEMENT MAP IFOFNO
' HEAVY DUTY ASPHALT
HEAVY DUTY ASPHALT - OPTIONAL
Li(;H I JIJ I ASPHAL I
1 PAVEMENT_ MAP
C12 Not To Scale
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2 CONCRETE 70 8E CLASS A3 IF CAST W PLACE,
4000 PSI IF PRECAST.
3. COMBE'1ATK)N CURB i CUTTER HAYING A RADIUS
OF 300 FEET OBE R LESS fLLONG FACE OF CURB) SHALL
Pik KN1 FOR AS RADIAL COi1A7CURB k
*-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER THE BOTTOM OF THE CURB
AtiD GUTTER BE CONSiRUOTEO PARALLEL
TO THE SLO SUBOURSES
AND TO THE DEPTH OfBASE PACVEMENT.
6. ALLOWABLE CRITERIA FOR THE USE OF
CG-8 IS BASED ON ROADWAY CLASSIFICATION
2" R Ahi7 DESIGN SPEED AS SHOWN 6V APPENDIX A
OF THE VDOT ROAD DEAN MANUAL.
• Y'd' w }
o, p p p p
A A
p p p p p
THAT IS
AREA MAY
BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTIRUCTF9
PARALLEL TO THE SLOPE OF
SASE COURSES PROVIDED A
MML0.1 DEPTH 9F 7"
IS MAINTAINED.
THE OPTION OAF THE � TRACTOR
"� COMBINATION fi" CURB & GUTTER
502 7/y(CYr(A DEPARTMENT OF TRANSPORTATION
WP-2
EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
- EXISTING SUBBASE PROPOSED SUBBASE
------ --------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 fz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED h(0 MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
A7 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
�vDo-r ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2.5" OF SM-9.5A
0
�0a0o0a0a0o0o0o0 g" - VDOT #21A BASESTONE
no ono o�o�o�o�
COMPACTED SUBGRADE
1 LIGHT DUTY ASPHALT DETAIL
C12 Not Ta Scale
2" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
�0000000000000
0000000000a0000 c 6„ COMPACTED VDOT #21A
J_j ((-�-COMPACTED SUBGRADE
2�HEAVY DUTY ASPHALT DETAIL
C12 J NOT TO SCALE
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
:::::.. #4 BARS AT 12" O.C.
O�O�O�O�O�O�O�O�O
n
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
TO BE FIELD VERIFIED
�DUMPSTER PAD DETAIL
C 121 Not To Scale
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICAFED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEVIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
6E CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CUNNEGTiON SHALL BE 2%
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45•0'0"
IN LINE WYE-TEE
PLAN
VARIES
SEINER SERVICE LA -FERAL CONNECTION
N. F. S.
FIG. S-2
TD-33
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
*6 .DOWELS, 8+' LONG A ERMISSIBLE
AT 42° C-C "OKI C�ONTTRUC7ION
5• MIN..
12-1 MAX CID� � z
MAX
.RAMP
(SEE TABLE) TRUNCATED DAMES
A .SEE SHEET 1OF 4 FOR DETAILS
5'-0'" MEN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 =lye
rMN. SECTION A -A
ERMISSIBLE
CONSTRUCTION
JOINT
SECTION B-B
NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
SEE SHEET 1 OF 4:
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE MINIMUM RAMP LENGTH
IN PERCENT IN FEET
411 CURB. 6" CURB
0 4 6
1 5 7
_ 2 S B
3 6 9
4 8 12
in
in
5 tO 15
6 14 15
cRosswALt�c
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS. OF THE
SLOPE.
SHEET 3 OF 4
CG-12 DETECTABLE WARNING SURFACE
5 2 TYPE B (PARALLEL} APPLICATION REY.7lp5
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
CO-2
MIN CIFICATO
105 W
%j a • •
.4 •
TRANSITION BETWEEN 4
PPE DIAMETERS WHEN
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
SHAPE TO ELEVATION
OF hip -POINT OF
LARGEST PIPE.
SHAPE TO I
CON
PIOUR I I
I
I
I I
I I
•
SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
t
SH�WG OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �, t
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO pRAIN
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF' � TO INVERT OF
STRUCTURE. / OUTLET PIPE
MANHOLE OR DROP SET IS TO BE FORMED AND CONSTRUCTED
IN ACCORp44:E WITH APPLICABLE STANDARD OR SPECIAL DRAWING- a
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS Ci EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE � m.r ,�•.
UP TO 4'1 H DIAMETER AND CONSIST OF STORE BROKEN
, KEN BRICK.
BROKEN CONCRETE OR BROKEN CONIC �f
BETE BLOCK, THE SURFACE � f •�':
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. HOPE I I •.;:i'; +
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE +
PURPOSES ONLY. EACH MAMOLE OR DROP INLET IS TO 8E SHAPED - --
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION
AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
XV00 r STANDARD METHOD OF SHAPING SPREFERENCEN
ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS
SHEET 1 OF 1 REVISION GATE 302
108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
LMIN.Ll
DG L
PB-I
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL TOP OF FI
TOP OF FILL-�
GKOUND LINE _ � GROUND LINE x .- GROUND LINE x
' "1=1 I I I=1 rrrrrrr rr�rl I I� I I=1 I l= - ' i I _ - r rrrrrrr -
I rrrr rrr -I II�T_I-1 rrrrr rrrrr III=1 I I� 11= I I� I I=jf- rrrrrrr- ' r rr I-1 I i-1 I I=
Jim,
rrr )T-'
rrr rr, � riT- rrr rr I N rl1- rrr
EARTH -III- ROCK OR -1
EARTH
SOILELDING
El DOING
MATERIAL
-I i
MIN. 7/10 D k � U BEDIN
AL 1/10 D X F p X � BEDDING MIN.
MATERIAL (X D x
PER 1' OF H
MIN. B", MAX. 24" FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D , MIN, 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x D
--.-TOP OF FILL �-TOP OF FILL F-TOP OF FILL�rt�---�
x
rrrrrr, rrrrrrr,• - rrrrrr, rrrrrrr,•;;;;;_;, - �! rrrrrrrrrrrrrrr rrrrrrrrrrrrrr
rrrrr, rrrrr rrrrr rrr r,: -- rrrrrrrr rrrr rrr r rrrrrr rrrrrrrrrrrrr
r� rr, - N _ _ :rrrr rrr . - - --� rrrrrrrrrrr, rrrrrrrrrrr
GROUND � :rrr rr `v - =rrrrrrrrrr, rrrrrrrrrr -
o GROUND
LINE + •• b (s+: + =rrrrrrrrrr b rrrrrrrrr ::GROUND
LINE -LINE-
-
- - III III_IIi Ii-III II 4 EARTHMIN. 1/10 JI � I' -ROCK DR
MIN. 1/10 D � UNYIELDING -
MIN. 1/iQ D X D X BEDDING %Z" PER SOIL '+, -.• _i"r-TTl-iirI- -Mr
MATERIAL p' OF H k D X MIN. il70 'D � BEDDING " � EARTH
MIN. 8, BEDDING MATERIAL
MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE ® NOTES
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
rrrrr" FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND G" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY 8E
OR 12" OF CLASS i BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF -THE ROAD AND BRIDGE
SPECIFICATIONS.
iVDDT A DOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD MJD BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
SHEET , OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302
107.01 07719 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
ev Iv nve-w ex unw�� a 1nivutir[u7
*:XI MAX,
124
FA
NOTES
t THIS ITEM. MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 F EAST IN PLACE,
4000 PSI: IF PRECAST,
3•FACE QF CURB) WIaLLIUS PAID FOREATORRIALI.SGV BgNO
4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
((75'r DEPTH) OR INCREASED p� MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENi
IN THE PRICE END IS 70 BE MADE FOR A DECREASE OR AN
INCREASE iN DEPTH.
4" 2" R 5. CG-2 IS T BE USED ON ROADDg AYSf� ETING THE
APP,ENfEIXE�TOF FOR
YDOT ROAD�DE�Gry
ANuA1.
6�1
' d ' •'`I - � • SURFACE
SEE
NOTE 4 ..a • .?'.4.
BASE
d . A
SUBBASE
4,,
2" RADIUS
:A
15"
SURFACE
BASE
A
SUBBASE
12"
F CURB ES ALTERNATIVE
FEMCE STANDARD fi" CURB
542 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9l06
201.01
PAVEMENT MAP IFOFNO
' HEAVY DUTY ASPHALT
HEAVY DUTY ASPHALT - OPTIONAL
Li(;H I JIJ I ASPHAL I
1 PAVEMENT_ MAP
C12 Not To Scale
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2 CONCRETE 70 8E CLASS A3 IF CAST W PLACE,
4000 PSI IF PRECAST.
3. COMBE'1ATK)N CURB i CUTTER HAYING A RADIUS
OF 300 FEET OBE R LESS fLLONG FACE OF CURB) SHALL
Pik KN1 FOR AS RADIAL COi1A7CURB k
*-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER THE BOTTOM OF THE CURB
AtiD GUTTER BE CONSiRUOTEO PARALLEL
TO THE SLO SUBOURSES
AND TO THE DEPTH OfBASE PACVEMENT.
6. ALLOWABLE CRITERIA FOR THE USE OF
CG-8 IS BASED ON ROADWAY CLASSIFICATION
2" R Ahi7 DESIGN SPEED AS SHOWN 6V APPENDIX A
OF THE VDOT ROAD DEAN MANUAL.
• Y'd' w }
o, p p p p
A A
p p p p p
THAT IS
AREA MAY
BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTIRUCTF9
PARALLEL TO THE SLOPE OF
SASE COURSES PROVIDED A
MML0.1 DEPTH 9F 7"
IS MAINTAINED.
THE OPTION OAF THE � TRACTOR
"� COMBINATION fi" CURB & GUTTER
502 7/y(CYr(A DEPARTMENT OF TRANSPORTATION
WP-2
EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
- EXISTING SUBBASE PROPOSED SUBBASE
------ --------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 fz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED h(0 MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
A7 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
�vDo-r ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2.5" OF SM-9.5A
0
�0a0o0a0a0o0o0o0 g" - VDOT #21A BASESTONE
no ono o�o�o�o�
COMPACTED SUBGRADE
1 LIGHT DUTY ASPHALT DETAIL
C12 Not Ta Scale
2" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
�0000000000000
0000000000a0000 c 6„ COMPACTED VDOT #21A
J_j ((-�-COMPACTED SUBGRADE
2�HEAVY DUTY ASPHALT DETAIL
C12 J NOT TO SCALE
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
:::::.. #4 BARS AT 12" O.C.
O�O�O�O�O�O�O�O�O
n
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
TO BE FIELD VERIFIED
�DUMPSTER PAD DETAIL
C 121 Not To Scale
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICAFED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEVIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
6E CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CUNNEGTiON SHALL BE 2%
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45•0'0"
IN LINE WYE-TEE
PLAN
VARIES
SEINER SERVICE LA -FERAL CONNECTION
N. F. S.
FIG. S-2
TD-33
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
cRosswALt�c
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS. OF THE
SLOPE.
SHEET 3 OF 4
CG-12 DETECTABLE WARNING SURFACE
5 2 TYPE B (PARALLEL} APPLICATION REY.7lp5
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06
CO-2
MIN CIFICATO
105 W
%j a • •
.4 •
TRANSITION BETWEEN 4
PPE DIAMETERS WHEN
DIFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
SHAPE TO ELEVATION
OF hip -POINT OF
LARGEST PIPE.
SHAPE TO I
CON
PIOUR I I
I
I
I I
I I
•
SLOPE TO DRAIN TO INVERT
OF OUTLET PIPE
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
t
SH�WG OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �, t
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO pRAIN
ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF' � TO INVERT OF
STRUCTURE. / OUTLET PIPE
MANHOLE OR DROP SET IS TO BE FORMED AND CONSTRUCTED
IN ACCORp44:E WITH APPLICABLE STANDARD OR SPECIAL DRAWING- a
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS Ci EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE � m.r ,�•.
UP TO 4'1 H DIAMETER AND CONSIST OF STORE BROKEN
, KEN BRICK.
BROKEN CONCRETE OR BROKEN CONIC �f
BETE BLOCK, THE SURFACE � f •�':
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. HOPE I I •.;:i'; +
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE +
PURPOSES ONLY. EACH MAMOLE OR DROP INLET IS TO 8E SHAPED - --
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION
AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
XV00 r STANDARD METHOD OF SHAPING SPREFERENCEN
ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS
SHEET 1 OF 1 REVISION GATE 302
108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
LMIN.Ll
DG L
PB-I
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL TOP OF FI
TOP OF FILL-�
GKOUND LINE _ � GROUND LINE x .- GROUND LINE x
' "1=1 I I I=1 rrrrrrr rr�rl I I� I I=1 I l= - ' i I _ - r rrrrrrr -
I rrrr rrr -I II�T_I-1 rrrrr rrrrr III=1 I I� 11= I I� I I=jf- rrrrrrr- ' r rr I-1 I i-1 I I=
Jim,
rrr )T-'
rrr rr, � riT- rrr rr I N rl1- rrr
EARTH -III- ROCK OR -1
EARTH
SOILELDING
El DOING
MATERIAL
-I i
MIN. 7/10 D k � U BEDIN
AL 1/10 D X F p X � BEDDING MIN.
MATERIAL (X D x
PER 1' OF H
MIN. B", MAX. 24" FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D , MIN, 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x D
--.-TOP OF FILL �-TOP OF FILL F-TOP OF FILL�rt�---�
x
rrrrrr, rrrrrrr,• - rrrrrr, rrrrrrr,•;;;;;_;, - �! rrrrrrrrrrrrrrr rrrrrrrrrrrrrr
rrrrr, rrrrr rrrrr rrr r,: -- rrrrrrrr rrrr rrr r rrrrrr rrrrrrrrrrrrr
r� rr, - N _ _ :rrrr rrr . - - --� rrrrrrrrrrr, rrrrrrrrrrr
GROUND � :rrr rr `v - =rrrrrrrrrr, rrrrrrrrrr -
o GROUND
LINE + •• b (s+: + =rrrrrrrrrr b rrrrrrrrr ::GROUND
LINE -LINE-
-
- - III III_IIi Ii-III II 4 EARTHMIN. 1/10 JI � I' -ROCK DR
MIN. 1/10 D � UNYIELDING -
MIN. 1/iQ D X D X BEDDING %Z" PER SOIL '+, -.• _i"r-TTl-iirI- -Mr
MATERIAL p' OF H k D X MIN. il70 'D � BEDDING " � EARTH
MIN. 8, BEDDING MATERIAL
MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE ® NOTES
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
rrrrr" FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND G" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY 8E
OR 12" OF CLASS i BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF -THE ROAD AND BRIDGE
SPECIFICATIONS.
iVDDT A DOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD MJD BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
SHEET , OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302
107.01 07719 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
ev Iv nve-w ex unw�� a 1nivutir[u7
*:XI MAX,
124
FA
NOTES
t THIS ITEM. MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 F EAST IN PLACE,
4000 PSI: IF PRECAST,
3•FACE QF CURB) WIaLLIUS PAID FOREATORRIALI.SGV BgNO
4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
((75'r DEPTH) OR INCREASED p� MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENi
IN THE PRICE END IS 70 BE MADE FOR A DECREASE OR AN
INCREASE iN DEPTH.
4" 2" R 5. CG-2 IS T BE USED ON ROADDg AYSf� ETING THE
APP,ENfEIXE�TOF FOR
YDOT ROAD�DE�Gry
ANuA1.
6�1
' d ' •'`I - � • SURFACE
SEE
NOTE 4 ..a • .?'.4.
BASE
d . A
SUBBASE
4,,
2" RADIUS
:A
15"
SURFACE
BASE
A
SUBBASE
12"
F CURB ES ALTERNATIVE
FEMCE STANDARD fi" CURB
542 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9l06
201.01
PAVEMENT MAP IFOFNO
' HEAVY DUTY ASPHALT
HEAVY DUTY ASPHALT - OPTIONAL
Li(;H I JIJ I ASPHAL I
1 PAVEMENT_ MAP
C12 Not To Scale
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2 CONCRETE 70 8E CLASS A3 IF CAST W PLACE,
4000 PSI IF PRECAST.
3. COMBE'1ATK)N CURB i CUTTER HAYING A RADIUS
OF 300 FEET OBE R LESS fLLONG FACE OF CURB) SHALL
Pik KN1 FOR AS RADIAL COi1A7CURB k
*-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER THE BOTTOM OF THE CURB
AtiD GUTTER BE CONSiRUOTEO PARALLEL
TO THE SLO SUBOURSES
AND TO THE DEPTH OfBASE PACVEMENT.
6. ALLOWABLE CRITERIA FOR THE USE OF
CG-8 IS BASED ON ROADWAY CLASSIFICATION
2" R Ahi7 DESIGN SPEED AS SHOWN 6V APPENDIX A
OF THE VDOT ROAD DEAN MANUAL.
• Y'd' w }
o, p p p p
A A
p p p p p
THAT IS
AREA MAY
BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTIRUCTF9
PARALLEL TO THE SLOPE OF
SASE COURSES PROVIDED A
MML0.1 DEPTH 9F 7"
IS MAINTAINED.
THE OPTION OAF THE � TRACTOR
"� COMBINATION fi" CURB & GUTTER
502 7/y(CYr(A DEPARTMENT OF TRANSPORTATION
WP-2
EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
- EXISTING SUBBASE PROPOSED SUBBASE
------ --------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 fz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED h(0 MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
A7 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
�vDo-r ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2.5" OF SM-9.5A
0
�0a0o0a0a0o0o0o0 g" - VDOT #21A BASESTONE
no ono o�o�o�o�
COMPACTED SUBGRADE
1 LIGHT DUTY ASPHALT DETAIL
C12 Not Ta Scale
2" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
�0000000000000
0000000000a0000 c 6„ COMPACTED VDOT #21A
J_j ((-�-COMPACTED SUBGRADE
2�HEAVY DUTY ASPHALT DETAIL
C12 J NOT TO SCALE
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
:::::.. #4 BARS AT 12" O.C.
O�O�O�O�O�O�O�O�O
n
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
TO BE FIELD VERIFIED
�DUMPSTER PAD DETAIL
C 121 Not To Scale
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICAFED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEVIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
6E CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CUNNEGTiON SHALL BE 2%
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45•0'0"
IN LINE WYE-TEE
PLAN
VARIES
SEINER SERVICE LA -FERAL CONNECTION
N. F. S.
FIG. S-2
TD-33
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
AND FLOW LINES. SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
XV00 r STANDARD METHOD OF SHAPING SPREFERENCEN
ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS
SHEET 1 OF 1 REVISION GATE 302
108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
LMIN.Ll
DG L
PB-I
NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL TOP OF FI
TOP OF FILL-�
GKOUND LINE _ � GROUND LINE x .- GROUND LINE x
' "1=1 I I I=1 rrrrrrr rr�rl I I� I I=1 I l= - ' i I _ - r rrrrrrr -
I rrrr rrr -I II�T_I-1 rrrrr rrrrr III=1 I I� 11= I I� I I=jf- rrrrrrr- ' r rr I-1 I i-1 I I=
Jim,
rrr )T-'
rrr rr, � riT- rrr rr I N rl1- rrr
EARTH -III- ROCK OR -1
EARTH
SOILELDING
El DOING
MATERIAL
-I i
MIN. 7/10 D k � U BEDIN
AL 1/10 D X F p X � BEDDING MIN.
MATERIAL (X D x
PER 1' OF H
MIN. B", MAX. 24" FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D , MIN, 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x U MIN. 1.5 x D
--.-TOP OF FILL �-TOP OF FILL F-TOP OF FILL�rt�---�
x
rrrrrr, rrrrrrr,• - rrrrrr, rrrrrrr,•;;;;;_;, - �! rrrrrrrrrrrrrrr rrrrrrrrrrrrrr
rrrrr, rrrrr rrrrr rrr r,: -- rrrrrrrr rrrr rrr r rrrrrr rrrrrrrrrrrrr
r� rr, - N _ _ :rrrr rrr . - - --� rrrrrrrrrrr, rrrrrrrrrrr
GROUND � :rrr rr `v - =rrrrrrrrrr, rrrrrrrrrr -
o GROUND
LINE + •• b (s+: + =rrrrrrrrrr b rrrrrrrrr ::GROUND
LINE -LINE-
-
- - III III_IIi Ii-III II 4 EARTHMIN. 1/10 JI � I' -ROCK DR
MIN. 1/10 D � UNYIELDING -
MIN. 1/iQ D X D X BEDDING %Z" PER SOIL '+, -.• _i"r-TTl-iirI- -Mr
MATERIAL p' OF H k D X MIN. il70 'D � BEDDING " � EARTH
MIN. 8, BEDDING MATERIAL
MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE ® NOTES
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
rrrrr" FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL CRUSHED GLASS CONFORMING TO THE
6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
OVER PIPE AND G" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY 8E
OR 12" OF CLASS i BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL.
IN ACCORDANCE WITH SECTION 302 OF -THE ROAD AND BRIDGE
SPECIFICATIONS.
iVDDT A DOPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION
ROAD MJD BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE
SHEET , OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302
107.01 07719 VIRGINIA DEPARTMENT OF TRANSPORTATION 303
ev Iv nve-w ex unw�� a 1nivutir[u7
*:XI MAX,
124
FA
NOTES
t THIS ITEM. MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 F EAST IN PLACE,
4000 PSI: IF PRECAST,
3•FACE QF CURB) WIaLLIUS PAID FOREATORRIALI.SGV BgNO
4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
((75'r DEPTH) OR INCREASED p� MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENi
IN THE PRICE END IS 70 BE MADE FOR A DECREASE OR AN
INCREASE iN DEPTH.
4" 2" R 5. CG-2 IS T BE USED ON ROADDg AYSf� ETING THE
APP,ENfEIXE�TOF FOR
YDOT ROAD�DE�Gry
ANuA1.
6�1
' d ' •'`I - � • SURFACE
SEE
NOTE 4 ..a • .?'.4.
BASE
d . A
SUBBASE
4,,
2" RADIUS
:A
15"
SURFACE
BASE
A
SUBBASE
12"
F CURB ES ALTERNATIVE
FEMCE STANDARD fi" CURB
542 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9l06
201.01
PAVEMENT MAP IFOFNO
' HEAVY DUTY ASPHALT
HEAVY DUTY ASPHALT - OPTIONAL
Li(;H I JIJ I ASPHAL I
1 PAVEMENT_ MAP
C12 Not To Scale
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2 CONCRETE 70 8E CLASS A3 IF CAST W PLACE,
4000 PSI IF PRECAST.
3. COMBE'1ATK)N CURB i CUTTER HAYING A RADIUS
OF 300 FEET OBE R LESS fLLONG FACE OF CURB) SHALL
Pik KN1 FOR AS RADIAL COi1A7CURB k
*-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER THE BOTTOM OF THE CURB
AtiD GUTTER BE CONSiRUOTEO PARALLEL
TO THE SLO SUBOURSES
AND TO THE DEPTH OfBASE PACVEMENT.
6. ALLOWABLE CRITERIA FOR THE USE OF
CG-8 IS BASED ON ROADWAY CLASSIFICATION
2" R Ahi7 DESIGN SPEED AS SHOWN 6V APPENDIX A
OF THE VDOT ROAD DEAN MANUAL.
• Y'd' w }
o, p p p p
A A
p p p p p
THAT IS
AREA MAY
BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTIRUCTF9
PARALLEL TO THE SLOPE OF
SASE COURSES PROVIDED A
MML0.1 DEPTH 9F 7"
IS MAINTAINED.
THE OPTION OAF THE � TRACTOR
"� COMBINATION fi" CURB & GUTTER
502 7/y(CYr(A DEPARTMENT OF TRANSPORTATION
WP-2
EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
- EXISTING SUBBASE PROPOSED SUBBASE
------ --------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 fz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED h(0 MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
A7 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
�vDo-r ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2.5" OF SM-9.5A
0
�0a0o0a0a0o0o0o0 g" - VDOT #21A BASESTONE
no ono o�o�o�o�
COMPACTED SUBGRADE
1 LIGHT DUTY ASPHALT DETAIL
C12 Not Ta Scale
2" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
�0000000000000
0000000000a0000 c 6„ COMPACTED VDOT #21A
J_j ((-�-COMPACTED SUBGRADE
2�HEAVY DUTY ASPHALT DETAIL
C12 J NOT TO SCALE
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
:::::.. #4 BARS AT 12" O.C.
O�O�O�O�O�O�O�O�O
n
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
TO BE FIELD VERIFIED
�DUMPSTER PAD DETAIL
C 121 Not To Scale
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICAFED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEVIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
6E CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CUNNEGTiON SHALL BE 2%
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45•0'0"
IN LINE WYE-TEE
PLAN
VARIES
SEINER SERVICE LA -FERAL CONNECTION
N. F. S.
FIG. S-2
TD-33
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
ev Iv nve-w ex unw�� a 1nivutir[u7
*:XI MAX,
124
FA
NOTES
t THIS ITEM. MAY BE PRECAST OR CAST IN PLACE.
2, CONCRETE TO BE CLASS A3 F EAST IN PLACE,
4000 PSI: IF PRECAST,
3•FACE QF CURB) WIaLLIUS PAID FOREATORRIALI.SGV BgNO
4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
((75'r DEPTH) OR INCREASED p� MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB ILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENi
IN THE PRICE END IS 70 BE MADE FOR A DECREASE OR AN
INCREASE iN DEPTH.
4" 2" R 5. CG-2 IS T BE USED ON ROADDg AYSf� ETING THE
APP,ENfEIXE�TOF FOR
YDOT ROAD�DE�Gry
ANuA1.
6�1
' d ' •'`I - � • SURFACE
SEE
NOTE 4 ..a • .?'.4.
BASE
d . A
SUBBASE
4,,
2" RADIUS
:A
15"
SURFACE
BASE
A
SUBBASE
12"
F CURB ES ALTERNATIVE
FEMCE STANDARD fi" CURB
542 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9l06
201.01
PAVEMENT MAP IFOFNO
' HEAVY DUTY ASPHALT
HEAVY DUTY ASPHALT - OPTIONAL
Li(;H I JIJ I ASPHAL I
1 PAVEMENT_ MAP
C12 Not To Scale
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2 CONCRETE 70 8E CLASS A3 IF CAST W PLACE,
4000 PSI IF PRECAST.
3. COMBE'1ATK)N CURB i CUTTER HAYING A RADIUS
OF 300 FEET OBE R LESS fLLONG FACE OF CURB) SHALL
Pik KN1 FOR AS RADIAL COi1A7CURB k
*-FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER THE BOTTOM OF THE CURB
AtiD GUTTER BE CONSiRUOTEO PARALLEL
TO THE SLO SUBOURSES
AND TO THE DEPTH OfBASE PACVEMENT.
6. ALLOWABLE CRITERIA FOR THE USE OF
CG-8 IS BASED ON ROADWAY CLASSIFICATION
2" R Ahi7 DESIGN SPEED AS SHOWN 6V APPENDIX A
OF THE VDOT ROAD DEAN MANUAL.
• Y'd' w }
o, p p p p
A A
p p p p p
THAT IS
AREA MAY
BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTIRUCTF9
PARALLEL TO THE SLOPE OF
SASE COURSES PROVIDED A
MML0.1 DEPTH 9F 7"
IS MAINTAINED.
THE OPTION OAF THE � TRACTOR
"� COMBINATION fi" CURB & GUTTER
502 7/y(CYr(A DEPARTMENT OF TRANSPORTATION
WP-2
EDGE OF EXISING PAVEMENT
CAS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
- EXISTING SUBBASE PROPOSED SUBBASE
------ --------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 fz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS, THESE CORES SHALL BE SPACED h(0 MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER,
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED 70 ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
A7 TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE
SPECIFICATIONS.
�vDo-r ASPHALT PAVEMENT WIDENING SPECIFICATION
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303,02 VIRGINIA DEPARTMENT OF TRANSPORTATION
2.5" OF SM-9.5A
0
�0a0o0a0a0o0o0o0 g" - VDOT #21A BASESTONE
no ono o�o�o�o�
COMPACTED SUBGRADE
1 LIGHT DUTY ASPHALT DETAIL
C12 Not Ta Scale
2" SM9.5A ASPHALT
2.5" BM-25.0 ASPHALT BASE COURSE
�0000000000000
0000000000a0000 c 6„ COMPACTED VDOT #21A
J_j ((-�-COMPACTED SUBGRADE
2�HEAVY DUTY ASPHALT DETAIL
C12 J NOT TO SCALE
6" - 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
WIRE REINFORCING OR
:::::.. #4 BARS AT 12" O.C.
O�O�O�O�O�O�O�O�O
n
4" COMPACTED VDOT #21A
COMPACTED SUBGRADE
TO BE FIELD VERIFIED
�DUMPSTER PAD DETAIL
C 121 Not To Scale
SEWER SERVICE LATERAL CONNECTION NOTES:
1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICAFED ,THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEVIER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
6E CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CUNNEGTiON SHALL BE 2%
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
MAIN LINE SECTION SERVICE LATERAL
45•0'0"
IN LINE WYE-TEE
PLAN
VARIES
SEINER SERVICE LA -FERAL CONNECTION
N. F. S.
FIG. S-2
TD-33
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineerittg.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.0$
$) 2021.03.24
9) 2021.04.14
10) 2021.04.2$
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS� K �I[q 1,),J_
SHEET C12 OF 15
C12
THE
.a
C
C
5
LEGEND — a L GREE[�t (.RETFiO(�EFL!y ��}t1 II�E SYNIBOLN� BI 4 (
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6,1CKf,RgUC1D Vt,FiRE. (RETARiIgELEGl,Wt7: E1JT&R1ilW—BLUE (RElsUREfiE1.'TINEI,-;
FIXED OBJECT ATTACHMENT
GR-FOA-1
r� A
STANDARD GR-FOA-1 TYPE I
MIN. 4 SPACES
GR-2 OR TERMINAL
SEE SHEET 3 OF 3 FOR I
BEARING PLATE DETAILS 4 SPACES AT 1'-fi "
4 SPACES AT 3'-11 9"
END TREATMENT
NOTES:
SEE NOTE 6
B
1. FIXED OBJECTS MAY CONSIST OF BRIDGE
RAILS, ABUTMENTS, PIERS, RETAINING WALLS,
OR OTHER FLAT SURFACED STRUCTURES
All
X—
WITH VERTICAL FACE.
2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS
I C
(TYPE I)
MUST BE OF ADEQUATE STRENGTH TO
LC
TWO SECTIONS OF W-BEAM
RUN ON (
ACCEPT FULL IMPACT LOADING.
ONE SET INSIDE THE OTHER
IL
5/3 DIA. EXP. ANCHOR L�A PLAN
BOLT 6" LONG
DIA, EXP. ANCHOR (FOR STANDARD GR-FOA-1,
BOLT 6" LONG WITH TYPE II RUN-OFF DETAILS,
WASHER SEE SHEET 3 OF 3.)
B'-9%q"
I 5%2"
I P l�
8 4 0 5" I I 5 I I I I I I II I 7
DI
� L
THREE 5/e" DIA. EXP. I I I I 3 4 5 6
ANCHOR BOLT 6" LONG
WITH WASHERS. 9
1 2 ELEVATION
NEW BRIDGES - ATTACHMENTS
ONE WAY TRAFFIC RUN-ON, 2-GR-FOA-1, TYPE I
RUN-OFF, 2-GR-FOA-1, TYPE II
TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I
EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS.
TWO SECTIONS OF W-BEAM
ONE SET INSIDE THE OTHER
B
3. GUARDRAIL COMPONENTS SHALL BE IN
ACCORDANCE WITH VOOT ROAD AND
BRIDGE STANDARDS.
4. POSTS 1, 2, 3, 4, AND 5 REQUIRE AN ADD-
ITIONAL HOLE TO ATTACH BLOCKS AND/OR
RUBRAIL. RUBRAIL IS NO r BOLTED TO
POSTS 2 AND 4.
5. BOTTOM WOOD BLOCKS LOCATED ON
IF ASPHALT CURB REQUIRED,
POSTS 1 THROUGH 4 ARE CENTER DRILLED
REFER TO STANDARD MC-4.
AND SECURED WITH %" GUARDRAIL BOLTS
(LENGTH AS REQUIRED).
6. APPROPRIATE LENGTH T/a" DIAMETER ASTM
A449 HEX BOLTS WITH WASHERS MUST BE
USED WITH THRU DRILLED HOLES AND A
%" BEARING PLATE ON THE BACK SIDE OF
THE BRIDGE PARAPET OR TERMINAL WALL.
7. DRIVE NAIL WITHIN 2" OF THE TOP OR
BOTTOM OF THE BLOCKOUT AFTER
IL UI UI
/6 X 18 BOLT IS INSTALLED.
J'
7 8 9
8. SEE SHEET 3 OF 3 FOR RUBRAIL
BLOCKOUT DETAILS.
9 VERTICAL BRIDGE TERMINAL
1 'NALL OR OTHER FLAT
2 SURFACE STRUCTURE
10 1
m — .—
v v Z X ° D
70
C,4
,a— z
GALV. STEEL 10D N N
COMMON NAIL. \ A
SEE NOTE B. o ° y
1 N
GUARDRAIL � I I SEE NOTE 6 •a'
BOLT & NUT.
SEE NOTES 4 & 5.
L 1 L —I SECTION C-C
SECTION A -A SECTION B-B
ITEM
MATERIAL/SPECIFICATIONS/NOTES
Q%"
X 18" LONG GUARDRAIL BOLT AND
RECESSED NUT
(2
STANDARD 6" x 8" WOOD POST AND BLOCK
Q
STANDARD W-BEAM TERMINAL CONNECTOR
O
STANDARD W-BEAM RAIL
O%"
X 2" LONG GUARDRAIL BOLT & RECESSED
NUT (SEE STV. GR-HDW)
ORECTANGULAR
PLATE WASHER
(SEE ST'D. GR-HDW)
�}
BENT PLATE RUBRAIL
(SEE SHEET 3 OF 3)
®C6
X 8.2 RUBRAIL
(SEE SHEET 3 OF 3)
8" X 8" X T-6" LONG WOOD POST &
�g
8" X 8" X 14" LONG TREATED PINE
BLOCK OR RECYCLED MATERIAL
10
WASHER FOR %" BOLT
SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �VDDT
REFERENCE W — B E AM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STANDARDS
505 FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REVISION DATE SHEET 1 OF 3
VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 501.25
GR-2 GUARDRAIL
1.00' - CG-6 CURB
& GUTTER
I
a
-(
A Q C
NR-1
s' MAX
--- Wy4.. 6 -on —� �M SOLID STEM SWOTH
ROD tIi fxz I
IM5%W'i Vie O.D. EXTRA STRONG FFE FOR POSTS w STAt94AR0 PEEI I 3#.-38"It/? O.D. STANDARD PFE FOR RASS
Wy(.
a
crire,,ar, I [ I � 4'fz" a.0. fTYP.]
31 "-� (� _I (_�11pD Qp� 7
-3a f�AX• I QIARED�ill 94T7O11 RCER
A
WOUNDING
ELECTR
HAND
CONCREM MORTAR fifties ,E C()WME
HANDRAIL (GUARD) INSTALLATION ON WALLS HA DRALS SHALL BE GRaa M EFFE RYS-Y INSTALLATION
WOUl MG WATERtALS INSTALL-ATION TO IN ACCi)RD/ WITH SM. FE-8.
FOR At1. DUALS ANa � NaT s}i0jl(Pt SEE sT`f}. FE-cL,
R ra n I—STANDARO FE-CL.
+'' q ALTERNATE INSTALLATION ON WALLS
^4r xA
CON
� TbitS {s .tA .� � � f,S TO BE USE➢ lt3 A P TECTIOf+j FGR PEIIE Ai�ttt 5l�JLa
�pT � PLED LOChTNIdi EtE g JEGT T4 {yYygYEFiICiA�R
$. SAfP.AtCT FOR Y�Y PRQTECT��A�t1JR1JRAPL�SHQ{A.ASBE�USER.
WITH HA4DR& To BE AccOROA�lm WITH THE LATEST Eatl of THE viii L4Fol
5TATEWDE EILALDil OWL
STANDARD HANDRAIL
METHOD OF LOCATING AND ERECTING Roy.7/04
v1136m DEBAiiTl9BNT of TRANSFOumlof! BaLD5
�11ALE:1 "=50'
FENCE
POST'
CAP UNIT
XI
SRW UNIT ---
SET POSITION OF
SLEEVE IMMEDIATELY
BEHIND TOPMOST
COMPAC UNIT.
SLEEVE-IT'TM 1224R
(12.0 X 24") DEEP
— FILL SLEEVE WITH
CONCRETE, SET
FENCE POST.
REINFORCED
BACKFILL ZONE
CUT THE GEOGRID
AROUND THE
SLEEVE-IT-m SYSTEM
AS NECESSARY
COMPACT TO 95% MDD
PER ASTM D698.
-• GEOGRID
'FENCING SYSTEMS APPROVED FOR USE WITH THE
SLEEVE-IT'm 1224R ARE LIMITED TO THE FOLLOWING
HEIGHTS: CHAIN LINK - UP TO 8-FT, PRIVACY - UP TO 6-FT
(WOODEN, PVC, METAL). POST SIZE 4"X4" MAX.
DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTm 1224R
N.T.S.
ASSEMBLY & INSTALLATION
FRONT
SLEEVE
HALF
SLEEVE-ITrM
�— 1224R LID
2
?VE HALF
"RUTS
CANTILEVER
BASE
1. General - The Sleeve-It�A° post foundation system shall be purchased and installed by the retaining wall contractor to
Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the
facilitate future fence post installation. Contractor shall verify proper spacing requirements prior to installation.
Sleeve -It- system must be compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM
2. Assembly & Installation - Refer to instructions provided with units for specific information related to the assembly of the
D-698 (Standard Proctor). Backfill and compaction within three feet of the wall face should be performed with hand operated
Sleeve-11- system and the correct installation procedure. When the segmental retaining wall has been constructed to two
equipment as recommended by the National Concrete Masonry Association (NCPo1A) SRW guidelines. Care should be taken
feet from top not including the capstone:
during the first 64' lift to avoid affecting the integrity of the struts extending back into the backfill zone.
Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24"
Repeat Above Stops for next Sleeve-ItT" unit
below the proposed top of wall (not including the cap stone).
Step 2: Take the two sleeve halves• one front (no slots) and one back (with slots) and lay them on a level surface with the IN
When installing fencing, posts must be concreted into the Sleeve-lt- cavity.
(smooth fingers) and the OUT (raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN
Fence posts shalt extend a mininwm distance of 18" into the sleeve to ensure proper engagement with the Sleeve-d-
finger sets under the OUT finger sets. Flip the sleeve over and follav the same procedure on the other side. Stand the unit
system. Al posts must be on the "inboard' side of the vertical portion of the cantilever base. Do not install posts between
vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit.
vertical leg and wall face. Fill cavity completely with concrete. When concrete cures, topsoil or other sufidal cover may be
Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the
placed over the Sleeve-Il"" system to create final, finished appearance.
block.
Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the
The Sleave-ItT" product shall be evenly spaced no farther apart than 10 feet on canters in any case. Use of the Sleave-IF"
wall face.
system is limited to the following fencing applications:
Stop 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the
- 8-foot high and under chain link fences
- 6-foot high and underwood fence with gaps between boards
topmost transverse bar an the vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base
- 8-foot hight and under ballusiraded PVC, steel, aluminum or wrought iron fences.
o i n f h cantilever n the second transverse• r from r r f n o o the steel ca e o a ba o the ea o the base.
For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine
Ste 6: Reposition the entire stem as needed b filling it using the to transverse bar of the vertical portion of the steel p p n y y g g p p
suitability. 1 (800) 880-7750 or email strata@geagrid.com
cantilever inside the sleeve after assembly. Make sure the wall batter for any remaining courses of block is accounted for
when positioning the Sleeve-ItT'" in its final location.
ALL material may be subject to site testing for compliance to the above specifications.
Step 7: Place. enough 314" clean stone around the system to stabilize it. Set the lid in place with the handle parpandicular
to the wall face. Use the handle as the center line measuring guide to ensure that the next Sleeve -It- is placed with the
FOR MORE INFORMATION CONTACT:
proper spacing requirements as directed by the fence specificaticns-
Step 8: When installing geogrid around the Sleeve-ItTM system, slit the geogrid perpendicular to the wall face just enough to
STRATA SYSTEMS INC.,
told around the sleeve ensuring that the grid is properly attached to die wall face everywhere with the exception of where
1-800-680-7750
the sleeve is. This method is acceptable by geogrid manufacturers when obstacles such as fence post foundations areOR
1�1` tf )Ir3 ��,'__ t l�L�a h-!a
present.
:; c a r
(� tl L' l i .a (•'EiIL+.'6Ia;T
strata@geogrid.com
DATE: 12/15/2007 SCALE: NTS DWG NO. SLEEVE -IT- 1224R SECTION
RETAINING WALL FENCE & DRAIN DETAILS
NOT TO SCALE
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [BID SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
SITE DETAILS
SHEET C13 OF 15
�aL�cila�
C13
425
420
415
410
405
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395
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WATERLINE PLAN VIEW
NTS
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425
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405
400
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IN
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
CharloltesvOle, VA 22902 chimp-engineering.com
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [B I D SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
WATERLINE PROFILE
� 2 1WATERLINE PROFILE SHEET C14 OF 15
C14 NTs
14
Introduction
Specifications
ChargaPoint CPF50 Datasheet
Dual Pedestal Mount
CP F'50-L23-PEDth1NT-Dual
PRODUCT LEAFLET
Electric Vehicle Infrastructure
DC wallbox UL
The ABB DC wallbox is a compact 24 kW DC fast
charger with one or two outlets supporting CCS and
CHAdeMO protocols.
Operating the wallbox is easy thanks to a 7' full
color, daylight readable touchscreen display. This
includes starting and stopping of charge sessions,
progress indication during charging, help menus,
language selection, and PIN code access control.
As connectivity is the key to successful EV charging
installations, ABB's DC wallbox features ABB Ability
Connected Services to enable authentication,
payment, monitoring, remote diagnostics and
repair, as well as over -the -air updates and upgrades.
The UL certified ABB DC wallbox is a
compact 24 kW DC fast charger
perfect for offices, parking facilities,
shopping areas and car dealerships.
With its low -power and high -voltage
configuration, the DC wallbox can be
installed at sites with defined or
limited available power service, all
while serving today's and future BEVs.
Benefits of low power DC solutions
Low power DC makes sense for applications that
demand shorter charging times and higher charging
asset utilization than AC solutions can provide, while
finding balance with moderated load demands and
installation costs.
Where charging power with AC equipment is often
limited by the onboard converter of the EV, usually
rated 3 to 11 kW, any additional power the AC
charging station could provide, remains unused.
With the DC wallbox, 24 kW peak DC power is
provided directly to the battery, bypassing the
limitations of an EV's onboard converter.
Main features
24 kW peak, 22.5 kW continuous fast charging
GOA high output current
Future proof due to DC output voltage range from
150 to 920 V.c supporting all EVs today and in the
future
Single or dual outlet: CCS and CHAdeMO
Daylight readable 7" full color touchscreen display
Future proof connectivity:
• OCPP 1.6
• Capability for remote services
Compact design
Robust all-weather enclosure for indoor and outdoor
use
RFID reader
Key optional features
On -screen PIN code authorization
Input current limiting software to match site
requirements
Web tools for statistics, configuration, access
management, remote diagnostics and repair
Integration with back offices and payment platforms
Customized branding possibilities
Configurations
The DC wallbox is available in the following
configurations:
Single outlet CCS-1
Dual outlet CCS-1 + CHAdeMO
General specifications
DC outputpower
24kwpeak-22.5 kwcontinuous
DC outputvoltage
150. 920 V,.c
DC output current
60A
user Interface
7'full color touchscreen display
RFIDsy5tem
I50/IEC14443A/B, ISO/
IEC15693,
NFC reader mode, Mifare,
Calypso
Network connection
GSM /3G modem
10/100 Base T Ethernet
Communication
OCPP 1.6 enabled
Environment
Indoor/outdoor
Operating temperature
-35'C to+551c.
(de -rating characteristic applies)
Protection
IP54, indoor and outdoor
Dimensions(H x Yl x D)
770x5a4x300mm
30.3x 23x 11.8 in
Charge cable
3.5m or 7m (12' or 23')
Weight
60kg / 132 Ibs excluding
backplate (10 kg / 22lbs) and
cables
Charging protocols
CCS-1
CHA&MO
AC Input power connection
Single phase: Ll, N, PE
Split phase: Li, L2, PE
Input voltage range
200-240 VA, 1/40 %a(60 Hz)
Max. rated input current
100A(current limiting options
available)
---------------------
Efficiency
--------------
94% at nominal output power
Compliance and safety
UL, FCC Y
Applications
• Public and private parking areas
• Community parking areas
• Parking areas of hotels, supermarkets and shopping malls
• Workplace parking areas
• Charging stations
• Highway rest areas
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Specifications
Model
EVDU25XXAXX
EVDU25XXBXX
EVDU25XXCXX
Input rating
180-305 Vac; 60Hz;
165A max.
480 Vac; 60Hz;
40A max.
208 Vac; 60Hz;
90A max.
Wiring
1-phase/Ll, L2/N, PE
3-phase/1-1, L2, L3, N,
3-phaselL1, L2, L3, PE
Power factor
> 0.98
Current THD
Compliant with IEEE 519
Efficiency
94%
❑C output #1
SAE J1772 DC Level 2, 50-500 Vdc, 65A max., 25kW max.
DC output 92
CHAdeMO, 50-500 Vdc, 65A max., 25 kW max.
Protection
Over current, Under voltage, Over voltage, Surge protection, short circuit,
over temperature, ground fault
Display
2,7" OLED screen
Push buttons
Multi -functional buttons (LED light: Orange, Blue) / Emergency stop
button (Red)
Authentication
ISO/IEC 14443 Type A/B RFID for user authentication
Network interface
Ethernet (standard); 3G (optional); Wifi (optional)
Operating temperature
-22T to 122T (-30'C to 50'C)
Humidity
< 95% relative humidity, non -condensing
Altitude
Up to 2000m (6500 ft.)
Ingress rating
Type 3R (IP54)
IK rating
IK08 according to IEC62262
Cooling
Forced air
Charging cable
3.Om to 7.9m (9 to 25 ft.) straight cable
Dimension (W x H x D)
680 x 430 x 230 mm (27 x 17 x 9 inches)
Weight
47kg (104 Ibs), excluding plug and cable
Certificate
UL, UL 2202, UL 2231
High voltage charging capabilities
Applications
As electric vehicles and their use cases diversify,
• Office, workplace
high voltage DC charging has become more
" - ` • Hotel and hospitality
important to increase charging power while
• Parking structures
ensuring as much efficiency, safety and usability in
Cha ePoint, Inc. Copyright Q 2019 10 of 15 • Dealerships
Ichanges
DC charging systems. ABB's DC wallbox can meet up
ABB Inc
ABB Inc.
weresErvetherightcomeke technical
or madifythe con#eats of [his
• Urban fleets
to 920V DC fast capabilities to enhance power
4050 E. Cotton Center Blvd
800 Hymus Boulevard
documentwithaut prlornotke-'Ne
• Public or private campus
output across a wider range of today's and
Phoenix, A2 85040
Saint-Laurent, QC H45 085
reserve all rightsin this document and
Inthes'Wectrnatterand'llustrations
x
m
• Multi -family residential
tomorrow's EVs, including both passenger and fleet
United States
Canada
contained therein. Any reproduction,
J
• High voltage fleet applications
vehicles.
Phone: 800-435-1365
US-evci@us.abb.corn
Phone: 800-435-7365
E-mail: CA-evci@abb.Com
disclosurete third partiesor utilization
of its contents-inwhole onn parts - is
fcrbiddenwithoutpnorwntten
Installation Operation Manual 2
Amu., Ah
• Sites with sensitive load concerns
E-mail:
consentof ABB. CopyriyhtS,2U19 ABB.
o
and
Installation and Operation Manual 33 E LT
All rights reSErved.
a
abb.com/eveharging
VW EV CHARGER
C15 NTS
Porsche Universal
Charger (AC)
Technical data:
Rated current
80 A (single- phase)
Rated voltage
100 V — 208/240 VAC
Line frequency
50/60 Hz
Overvoltage category (EN 60664)
111
Rated short -time withstand current (EN
<10 kA eff.
61439-1)
Plug variants
CEE 230 V/16 A, 1 p, 6h*-, CEE 230 V/32
A, 1 p, 6h*; CEE 400 V/16 A, 3p, 6h*;
GEE 400 V/32 A, 3p, 6h*
* For countries that fall within the scope of
DIN VDE 0100-722, a Type B residual
current.
Device is required for new installations for
charging plug-in hybrid vehicles.
NEMA 6-30; NEMA 6-50;NEMA 14-30;
NEMA 14-50; NEMA 5-15, Cord
hardwired connection.
YP-41 (JIS C 8303 Class II);TYPE B
(US); TYPE B (Japan); TYPE E/F; TYPE
G; TYPE I (AUS);
TYPE I (CHINA); TYPE J; TYPE K; TYPE
L; TYPE M
Residual current device
Type A
Vehicle plug
Type 1 and Type 2
Protection class
11
1P protection class
54
Charging Dock dimensions (width x high 405 x 678 x 260 mm (16.0 x 26.7 x 10.3
x depth) in.)
Total weight of Charging Dock approx. 11.4 kg (25.2 Ibs.)
Weiqht of control unit 2.2 kq (4.9 Ibs.)
A,mt�tt7t �c?tc)tic:
Operating temperature — 25 °C to +35 °C
Humidity 5 - 95 % non -condensing
Rate of temperature change m ax. 0.5 *Clmin
Elevation max. 2,000 m above sea level
Degree of contamination 2
PORSCHE EV CHARGER
NTS
Porsche Universal
Charger (AC)
Parts:
Cable -Type 1,19.2kW
s M� Control Unit-19.2kW
Charging Dock
Hardwired whip 24OV, Hardwire
.nF M-Pi=1
154
a ;r;
Max Output Current
to 80A
2 AUDI EV CHARGER
C1 5 NTS
AC Pnwar Innnt Ratinn - Standard I 208/240VAC 6OHz sinale Dhase
Wtth
UL2594,:UL50E, tJt2231, UL991s ECG Park 16
rtriiea)izrns
Class 8
Wiring — Standard
3-wire (1-1, L2, G)
CYutpl�t Ppwer (k1PV � rltaEA)
;1� 2icW'(�9��1A� 8t}t�)
Input Cord Requirement
Hardwire
Charging ping
S J1772'(80A)
Input cable hole
Mounting holes
(061 gintrl titles to fk provided flit8 mounting xcrews.)
rArr
X4
s
� k
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineering.corn
MAJOR SITE PLAN AMENDMENT
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD -FLOW
AUTOMOTIVE
SUBMISSION:
2020.02.21
REVISION:
1) 2020.06.15
2) 2020.06.22 [ARB]
3) 2020.08.10 [ARB]
4) 2020.09.25 [BID SET]
5) 2020.10.22
6) 2020.11.30 [ARB]
7) 2021.02.08
8) 2021.03.24
9) 2021.04.14
10) 2021.04.28
11) 2021.06.03 [LEGAL REFERENCE]
FILE NO.
EV CHARGER DETAILS
SHEET C15 OF 15
f4w, otqa I C 15