HomeMy WebLinkAboutSDP202000075 Plan - Submittal (First) 2020-11-16GENERAL NOTES
APPLICANT:
05BA2-00— 00-02100
SCOTT'S IVY EXXON
4260 IVY ROAD
CHARLOTTESVILLE, VA 22903
OWNER:
SR&DR LLC
1031 MILTON DRIVE
KESWICK, VA 22947
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST. SUITE K,
CHARLOTTESVILLE, VA 22902
TELEPHONE (434)293-3719
FAX (434)293-2813
CONTACT MR. SCOTT COLLINS, P.E.
scot t0collins—engineering. com
TAX MAP NO.
058A2-00-00-02100 (D.B. 5139/ PG. 134)
AREA
1.587 AC
ZONING
C-1 COMMERCIAL, WITH FLOODPLAIN, CRITICAL SLOPES, & ENTRANCE CORRIDOR (EC)
OVERLAY DISTRICTS
NOTE: A SPECIAL USE PERMIT (SP 2020-06) WAS APPROVED BY THE BOS ON AUGUST
19, 2020 FOR THE USE OF THE PROPERTY AS AN AUTO SERVICE STATION WHEN NOT
SERVED BY PUBLIC WATER OR AN APPROVED CENTRAL WATER SUPPLY.
SETBACKS
FRONT BUILDING SETBACK: 10' MINIMUM AND 30' MAXIMUM SETBACK FROM ROUTE 250
SIDE & REAR BUILDING SETBACK ABUTTING ZONED RESIDENTIAL USES: 50' MINIMUM &
NO MAXIMUM SETBACK
SIDE & REAR BUILDING SETBACK ABUTTING ZONED COMMERCIAL/INDUSTRIAL USES'
SEPARA77ON IN ACCORDANCE WITH CURRENT BUILDING CODE
PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 250
BUILDING HEIGHT
MAXIMUM BUILDING HEIGHT: 65 FEET
PROPOSED BUILDING HEIGHT24
CURRENT/PROPOSED USE: AUTO SERVICE STAT70N WITH (3) EXISTING SERVICE BAYS AND (4) PROPOSED SERVICE
BAYS WITHIN THE 3,200 SF BUILDING EXPANSION
CURRENT BUILDING: 1,950 SF W/ (3) SERVICE BAYS
PROPOSED BUILDING EXPANSION: 3,200 SF W/ (4) SERVICE BAYS
TOPO & SURVEY
SURVEY AND BOUNDARY INFORMATION PROVIDED BY MERIDIAN PLANNING GROUP. AND
FIELD SURVEY WAS PERFORMED IN FEBRUARY, 2020. DATUM SET BY SURVEYOR.
DATUM
NAD 83 DATUM
ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2.
EXISTING VEGETATION
THE SITE IS PARTIALLY WOODED IN THE REAR OF THE PROPERTY.
CRITICAL SLOPES
IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING,
CRITICAL SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON SHEETS 2 AND 4.
WATERSHED
THIS DEVELOPMENT LIES WITHIN THE MOORES CREEK WATERSHED. THE SITE IS NOT
LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED
DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED.
FLOODPLAIN/WPO BUFFERS THERE IS A 100—YEAR FLOODPLAIN AND WATER PROTECT70N BUFFER LOCATED ON THIS
SITE PER FEMA MAP PANEL //51003CO265D DATED FEBRUARY 4, 2005 & COUNTY GIS,
RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL &
STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA.
SITE ACCESS'
THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 250 (IVY ROAD).
THERE IS AN EXISTING ACCESS EASEMENT ACROSS A PORT70N OF THE PROPERTY TO
SERVICE PARCEL TMP 58A2-24C & 58A2-24. THE ACCESS EASEMENT WILL BE
EXPANDED WITH THE S17E PLAN AND PLATTED WITH AN EASEMENT PLAT
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH 7HE PROJECT
LIGHTING:
7HE SERVICE STAT70N HAS EXIS77NG LIGHTS ON THE BUILDING AND CANOPY THAT WILL
REMAIN. THE CANOPY HAS (8) EXIS77NG LED LIGHTS THERE ARE (2) EXIS77NG STREET
LIGHTS ON THE PROPERTY TO REMAIN, AS SHOWN ON SHEET J. NO ADDIT70NAL
LIGHTING IS PROPOSED AT THE FRONT OF THE SITE, AT THE CANOPY, OR ALONG THE
FRONT OF THE EXISTING BUILDING. NEW BUILDING LIGHTS ARE PROPOSED IN THE REAR
OF THE SITE AS SHOWN ON THE SITE PLAN. A FINAL LIGHTING PLAN WILL BE INCLUDED
WITH THE FINAL SITE PLAN. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT
EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL
BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND
AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO
PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLE.
LANDSCAPING:
A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY
ORDINANCE SECTION 32.7.9, SEE SHEET 6. STREET TREES HAVE BEEN PROVIDED WITH
THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C.
TRASH COLLECTION:
AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS.
DUMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED
BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS.
UTILITIES:
AN EXISTING PRIVATE WELL AND SEPTIC SYSTEM WILL PROVIDE WATER AND SEWER
SERVICE FOR THE AUTO SERVICE STAT70N EXPANSION.
STORMWA TER MANAGEMENT FACILITY: STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN
ONSITE SWM FACILITY AND DETENTION BASIN. THE FACILITY SHALL PROVIDE WATER
QUAN77TY CONTROL FOR THE SITE WATER QUALITY SHALL BE ACHIEVED ONSITE WITH
THE STORMWA TER MANAGEMENT FACILITY, FOREST AND OPEN SPACE EASEMENTS,
AND/OR THE PURCHASE OF NUTRIENT CREDITS.
ESTIMATED EMPLOYEES
IT IS ANTICIPATED THAT APPROXIMATELY 10 EMPLOYEES WILL BE NEEDED AT THE
LARGEST SHIFT.
PARKING LOT/TRAVELWAYS
CURB & GUTTER
AGRICULTURAL/ FORESTAL DISTRICT: NONE
IMPERVIOUS AREAS:
BUILDING: 5,150 SF
PAVEMENT/GRAVEL AREA: 28,480 SF
SIDEWALK: 600 SF
OPEN SPACE.'
NONE
PARKING
REQUIRED:
1 SPACE/EMPLOYEE = MN. 10 EMPLOYEES x 1 SP/EMPLOYEE = 10 SPACES
2 SPACES / SERVICE STALL = 7 SERVICE STALLS x 2 SPACES = 14 SPACES
TOTAL SPACES REQUIRED: 24 PARKING SPACES
PROVIDED:
17 PARKING SPACES AVAILABLE TO THE PUBLIC (THIS INCLUDES 1 HANDICAP SPACE)
12 SERVICE SPACES IN THE GRAVEL STORAGE LOT
BURIAL SITE:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE
IMPERVIOUS AREAS:
34,230 SF (0.78 AC) TOTAL (507 IMPER WOUS SITE)
PAVED PARKING AND CIRCULATION AREA: 28,480 SF
PHASING. THIS PROJECT WILL DEVELOPMENT WITH (1) PHASE.
SCOTT'S IVY EXXON
INITIAL SITE PLAN
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
GRAPHIC SCALE
3e ° 5
( IN FEET )
1 inch = 30 ft.
Benchmark: F
Iron Found
N: 3908385.82
E. 11455502.05
Elev: 539.11 /
/
/
/
TMP 58A2-20
LENVIC, LLC
DB 3801 PG 750
ZONED: C1
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— — — — — SIGN —
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20
120
WELL
20
D ASH
CIw.,, SHED
TMP 58A2-21 (PART 1)
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N73'50'25°W
I 10.55'
N22'50'28"W
16.58'
TMP 58A2-20A
JOSEPH W RICHMOND Jr
TRUST
DB 4992 PG 686
\ PLANTING
ASPHALT BEDS
ENTRANCE
IF
SHEtT LAYOUT
SCALE: 1" = 30'
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TMP 58A2-24C �p
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AUTHORITY
ZONED: C1 I H
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DB 5139 PG 134 10
PARADISE `
ZONED: Cf '
10 EDAD
1.587 AC 8 PARAUI pARADIS- I
EX. RESIDENTIAL
HOUSE
#4272 i
IF
12 TRP
MAPLE, UP
WOOD
N0127'O6"E
20.00'
NOTES:
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND
UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR
TO ANY WORK ONSITE.
ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO
PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE
REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK
THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE
WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS
WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE
SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED.
ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
WADI
15 `
15
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� 4RADI�(2Xl
SEPTIC
TANK LID
- TMP 58A2-24
EATON, LOUIS S OR SUSAN E
ZONED: RA
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Benchmark
`l Nail Found
o U.S. ROUTE 250 EXISTING N: 13908037.54
1455637.8
�I IVY ROAD PAVEMENT E. v: 55637.87
80' R/W ROAD PAINT Elev: 517.13
DB 231 PG 585 (STRIPING)
TRAFFIC GENERATION CALCULATIONS:
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION
PROPOSED GASOLINE/SERVICE STATION W/ 2 EXISTING PUMPS (CODE 944)
ACT: 2 EXISTING PUMPS x 172 VPD = 344 VPD
AM PEAK: 10.28 TRIPS/HR x 2 PUMPS = 20 VPH (10 IN & 10 OUT)
PM PEAK: 14.03 TRIPS/HR x 2 PUMPS = 28 VPH (14 IN & 14 OUT)
ENTRANCE CORRIDOR NOTES AND REQUIREMENTS:
1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED.
2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A
SEPARATE SIGN APPLICATION.
NOTES:
1. THE SERVICE STATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 18.5.1.20
OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THIS INCLUDES THE SALE OR
STORAGE OF THE PETROLEUM PRODUCTS SHALL SATISFY THE REQUIREMENTS
ESTABLISHED BY THE FIRE PREVENTION CODE, AND NO NEW STORAGE TANKS OR
LOADING FACILITIES SHALL BE LOCATED CLOSER THAN 100 FEET FROM ANY LOT LINE.
2. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED
BUILDING.
3. NO VEHICLE AWAITING REPAIR SHALL BE LOCATED ON ANY PORTION OF THE SITE SO AS
TO BE VISIBLE FROM ANY PUBLIC STREET OR ANY RESIDENTIAL PROPERTY, AND SHALL
BE LIMITED TO LOCATIONS DESIGNATED ON THE APPROVED SITE PLAN.
4. ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING.
5. NO BUILDINGS IN WHICH SERVICES ARE PERFORMED SHALL BE LOCATED CLOSER THAN
50 FEET FROM ANY RESIDENTIAL OR AGRICULTURAL DISTRICT.
i
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SUBJECT
PROPERTY
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VICINITY MAP
SCALE: 1" = 11000,
Sheet List Table - SITE PLAN
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VICINITY MAP
SCALE: 1" = 11000,
Sheet List Table - SITE PLAN
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
SITE PLAN
4
GRADING & DRAINAGE PLAN
5
LANDSCAPING PLAN
6
NOTES & DETAILS
C:
TOTAL NUMBER OF SHEETS
RESOLUTION TO APPROVE
SP 202000006 SCOTT'S IVY EXXON
BE IT RESOLVED
that, upon consideration of the staff reports prepared for SP 20
000006 and all
of their attachments, the info
ation presented at the public hearings, any written comments
eceived, and
the factors relevant to special
use permits in Albemarle County Code §§ 18-22.2.2(16)(a) aru
18-33.40, the
Albemarle County Board of
upervisors hereby approves SP 202000006, subject to the cond
lions attached
hereto.
ass
1, Claudette K. Borgersen, do
hereby certify that the foregoing writing is It true, correct copy
f a Resolution
duly adopted by the Board of
Supervisors of Albemarle County, Virginia, by a vote of six to
Eero, as
recorded below, at a regular I
iceting held on August 19, 2020.
Cler , Board of County S is
rs
—Aye
Nay
Mr. Gallaway Y
Ms. LaPisto-Kirtley Y
Ms. Mallek Y
-Ms. McKee] Y
_
Ms. Palmer Y
Ms. Price Y
SP2020-06 Scott's Ivy Exxon SpecialI Use Per halt Conditions
1. Development of the use must be in general accord, as determined by the Director of Tanning and the
Zoning Administrator, with the Conceptual Plan titled "Scott's Ivy Exxon — Special Use Permit —
Conceptual Layout Plan", prepared by Collins Engineering, with the latest revision date of June 2,
2020. To be in genera I accord with the Conceptual Plan, development must reflect the following
major elements within the development essential to the design of the development and as described in
the narrative and concept plan:
a. Location and building footprint of the propowd expansion.
b. The number of auto service bays.
c. Mitigating landscaping within the stream bulfer, to the satisfaction of the County Engineer.
d. Location and type of proposed landscaping tuffer.The landscaping buffer must be a mixture
of deciduous and evergreen plantings, to the satisfaction of the Planning Director.
e. Location of the parking areas,
2. The following restrictions to any new outdoor lightin apply:
a. all fixtures must be full cutoff;
b. lighting is li mtted to 20 foot-candles at the +ound;
c. new outdoor lighting must be on a timer or motion sensor between the hours of 10 PM and 6
AM,
3, All mechanical equipment must be fully screened froorl. the view of adjacent properties and adjacent
public streets.
4. Hours of operation of the service station are limited to within 7 AM - 9 PM, Monday through
Saturday. Fuel sales are permitted 24 hours per day,
LEGEND
ROADS
EXIS77NG CULVERT
EARTH DITCH
CULVERT
DRIVEWAY CULVERT
Q
DROP INLET &STRUCTURE N0.
BENCH MARK
u
+
CURB
CLEARING LIMITS
CURB &GUTIER
— — — —
PROPOSED PAVEMENT
SS
VDOT STANDARD STOP SIGN
EC-3A DITCH
EXISTING CONTOUR
200
6"
DEPTH OF EC-3A DITCH
PROPOSED CONTOUR
20o
EC-2 DITCH
240.55
PROPOSED SPOT ELEVA77ON
TBC DENOTES TOP/BACK OF CURB
6"
DEPTH OF EC-2 DITCH
TAB DENOTES TOP OF BOX
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT/R. CbLLINS7
Lie. No. 035791 �
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JOB NO.
202183
SCALE
1"=30'
SHEET NO.
1
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
206.21'
2701.49'
4'22'25"
103.16'
206.16'
N 71'23'40" E
C2
220.12'
1870.00'
6'44'39"
110.19'
219.99'
N 68'19'42" W
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— — PAVEMENT WITHIN Elev: 5T7.13 / / — — — — _ — — GRAPHIC SCALE
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DB 231 PG 585 REMOVED. (STRIPING) / — —
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SHEET NO.
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NOTE., MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE
ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL
ME ANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE
E NCE CORRIDOR WITH THE USE OF PARAPET WALLS.
SEEARCHITECTURAL PLANS.
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I � � � c' r ASPHALT PAVING
SEE DETAIL, y
I � SHEET6 h,n' e SEE DETAIL, , �<v
o SHEET6 B 4922 PG 5 J
N" 1-STORY BRICK L DE
j s 4 DE
MILL/OVERLAY 00 O Oo
EXISTING PAVEMENT IVY EXXON j (TYP.) DE
AROUND BUILDING #4260 / SP0 \
I MW
AND CANOPY, SEE FP -- ✓ \
DETAIL SHEET 6 \ / - i.•
WOOD FENCE ��" ,.00
EXISTING POWER POLE WITH 0 GV. (1JX) /� �• ,. ' °O �o
STREET LIGHT TO REMAIN \ 00
PROPOSED NEW JETBACK`' i t'
BUILDIN
PAVEMENT FOR 30' FRONT MAX.
TAPER ENTRANCE, \ % (8) EX. LED LIGHTS'
SEE DETAIL SHEET 6 Cj / MW UO
FOR PAVEMENT t
SIGN / CANOPY
DESIGN EXISTING /
N01'27'06"E - o
— — — 20.00' VDOT R/W i
- -- -- i
— 10' FRONT MIN. BUILDING
— — PROPOSED STOP SIGN PCST 16 &PARKING SETBACK 25' I t> o
ASPHALT PLANTING F - - PROPO�F� STOP�I6N_ -
BEDS - - -/ - - PROPOSEDIANDSCARE-
ENTRANCE ISLAND- 38'
4' PROPOSED LOCATION
OF RELOCATED EXXON
- - - - ggo' SIGHT DISTANCE- - - - - - - - - - - ago' SIGHT DIS /' Benchmark: SIGN
DI Ile Nail Found
TOP=515.06 / Z U.S. ROUTE 250 EXISTING N:3908037.54 EXISTING GUARDRAIL
INV=510.46 /'/ IVY ROAD J PAVEMENT E: 11455637.87 TO REMAIN.
/ 80' R/W ROAD PAINT Elev:517.13 ATTRTHE CSTARTE TO END OF THE
DB 231 PG 585 (STRIPING) GUARDRAIL
/ (.
/ �VDOT STD.
PROPOSED CG-2 (TYP.) `^\
MILL/OVERLAY AREA GV°
ALONG IVY ROAD, UP
SEE DETAIL SHEET 6
O S66'11'40"E UP
IIF 162.74'^� O
NOTE:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY
CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO
CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD
CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR I
DISCREPANCIES.
3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE.
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN I
13'-6".
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS '
WEIGHING 85,000 LBS.
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BEL W
GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERwICE
THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON /
COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE.
7. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FAC OF I /
CURB.
8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE
SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.
9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST] HAV
AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A /
DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF
POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIRE ENTS IAND
PERMITS FOR DEMOLITION PROJECTS.
10. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED TH /
OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COLIN OF
ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAV L ON
THE PROPERTY. /
SITE PLAN NOTES: =
1. SEE SHEET 2 FOR BOUNDARY DIMEN S, METES AND BOUND SURVEY /
INFORMATION.
2. TRASH SHALL BE STORED & LLEC I IN T PSTER CONTA ER, SHOWN ON THIS /
SHEET.
3. ALL BUILDINGS WILL H E A SLAB O RADE FOUNDATION.
4. CONTRACTOR SHALLRELOCATE DERGROUND AND OVERHEAD TILITIE AS NECESSARY.
CONTRACTOR TO RK WITH TILITY COMPANY FOR THE DESI D LOC IONS.
5. CONTRACTOR SH LL REPL E THE PORTION OF THE EXISTIN ASPHA TRAIL DAMAGED FROM
THE PROPOSED ONSTR TION. /
6. INDIVIDUAL SI NS WIL EQUIRE SIGN APPLICATION D SIGN D SIGNS WILL BE REQUIRED TO
MEET STANDARD SIG GUIDELINES REGARDING SIZE SCALE PROPORTION RELATIVE TO /
THE SIGN BP
AN THE OVERALL BUILDING.
7. THE PROP SED E RANCE PAVEMENT SHALL AT H TH EXISTING PAVEMENT ON ROUTE 250
(IVY ROA ) AND S ALL TIE -INTO THE EXISTING IVY CAD AVEMENTATA MINIMUM OF i' FROM
THEE D OF PA EMENT. I I
I 1
%l
SCOTT/R. CbLLINSZ_
Lie. No. 035791 �
p 11/16/20 `�Q1
00*11
/ / M
/ M
d,
fV
S z
N LU
W N
W
EXISTING DRIVEWAY W J
�ACCESS TO ADJACENT
PROPERTIES TOREMAIN Z t Q
I ---I
_E WIDTH ACCESS
ASEMENT
788 PG 841
841 PG 721 a
907 PG 509
/ / x O
O QRIP AP / X
/ CONCRETE UD I .�+ X J
- PER ANENT RAINAGE INV=521.08 W w
SIGN - �--r
DB
B22 PG 43 HEADWALL
S28' '44"W /- _ _ _ - - - - \\
Ln
1 . 8'J — ------ /
- -390' SIGHT DISTANCE - - - - - , ^
moo - ---- ------ -Il---------- --- --- 39oSDISTANCE
'IGHT
�
J W rol
-,.,_VDOT STD. �, U
CG-2 (TYP.)
GUARDRAILS
O
O
W
J
800' TO NEAREST
INTERSECTION
(MORGANTOWN ROAD) \
S11'07'42"W
2.64'
W
O W
a Ln
JOB NO.
202183
HEADWALL GRAPHIC SCALE SCALE
20 0 10 20 40 80 1 //-201
SHEET NO.
( IN FEET ) 3
1 inch = 20 ft.
Benchmark -
Iron
Iron Found
N: 3908385.82
E:11455502.05
Elev:539.11 /
I III I III I
�15 ASH I II II II I I
C� Q 8 ASH / 81 ASIH �
OQ� 24 ASH 5 I I I
PARADISE ASH
10 ASH
O �QflI
f10 ASH 12-A
G� 20 'A H ;1� POP /
( ) 8 ASH 0 ASH 10 ASH I
I
12 ASH I LO I
20 - 15 ASH / �L// / // / / / I I EXISTIN I
10 ASH PARADISE CRITICALL PES W
EXISTIN E L1L TMP 58A2-24C O
10 / 0 ASH /f �J / ,20/T PL ASH 12 RIVANNA WATER & SEWER
PARADISE AUTHORITY co
ZONED: ui �I P
ASH / u
15 O
6 PARADISE/ PARADISE X, q!,
lot
10 A
ASH / /10 8
SHED / / PARADISE PARADISE(2X) /
�525—
/ �� EXISTING`
NF
i O <J �20 ASH / CRITICAL SLOP TMP 58A2-21 (PART 1)
SR & DR, LLC - 15 ASH \
DB 5139 134 - - - ' / 100 I
/ O ZONED:: 15 ASH
C1 / /PARADISE 10 DBL
1.587 AC /� / / / I I 8 PARADIS V PARADISE I
/ \ - / SEPTIC /
I
i
/
TMP 58A2-20
LENVIC, LLC
DB 3801 PG 750
ZONED: C1
Ln
o TANK LID/ /
10 ASH / / A�PROX. I A\ \
- LOCATION OF / A
�" ✓ EXISTING SEP CDRAIN
EX. RESIDENTIAL /
� � TMP 58A2-24
�F IHOUSE / -/ o EATON, LOUIS S OR SUSAN E
N #4272%'--- - !!!; u) ZONED: RA
ulfil'tLn VEN E
10 4 i // I ' I FENC
PA DISE II
/��� I\ 100 FLOG PLAIN
VAR. WIDTH SWM
FACILITY & ACCESS
0�\� A ASEMENT
� � DB.___ PG.---
V OT STD �s�o /0 1 06 �, A z PROPOSED
CG-2 (TYP.) !•%Q / �\ oo. \ \ SWM FACILITY
VDOT
IF o / �� v v STD.
VAR. WIDTH ACCESS
\�\\\ IF\ CURB EASEMENT
N73'50'25"W \ j \ // \ \ \ DB. PG. y�
I 10.55' 12 TRP 0 / FFE= 6.55 \ L`
APLE e
N22'50'28"W \\ U P \ '� / / / \ / \ o \ X OX
16.58' \ I / S \ 6 , \
0
PROPOSED 3,200 SF /S
BUILDING EXPANSION a X
N .
WITH 4 SERVICE BAYS
C \ s� F
m9 \\
EXISTING DRIVEWAY
TMP 58A2-20A UP w I w ACCESS TO ADJACENT
z I ! � Q
JOSEPH W RICHMOND Jr 'o, I / Q' Q w PROPERTIES TO REMAIN
TRUST
PROPOSED\2' \ oz
, o FP \ - CURB CUTS WI X I\ NI�N
DB 4992 PG 686 �m /> 188' o 0 0 \ RIPRAP DITCH
I I I
45.0' e (TYP.) V OT \ \ VARIABLE WIDTH ACCESS
FFE=516.55 B 492 PG EASEMENT
DB 788 PG 841
/f 1-STORY BRICK / `dSj6 \ \ DB 841 PG 721
/ IVY EXXON DB 907 PG 509
NOTE: MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE
ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL
ME�IANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE
E NCE CORRIDOR WITH THE USE OF PARAPET WALLS.
SEEARCHITECTURAL PLANS.
I / FP j Mw
OLLARD' 6 .5' /
WOOD FENCE / RIP AP
o MWGV.(F§X) \ /// 7 a CONCRETE UD / / / !_ / / I'.
r /
,� ® • i �� INV=521.08
_ _ PER ANENT RAINAGE
�` • / / / EAS ENT -SIGN
- / / r �' 2 43 HEADWALL
I 30' FRONT MAX. BUILDINETBACK 2 PG /
n \ DB /
EXISTING 18" \ /, U d MW / �.•.•' // —, — — = __ = _ - i - /
CULVERT TO BE G
% �° S28 '44"W /
EXTENDED WITH i _-_ -
SIGN N01° T EXISTING '! CANOPY \ -- - --- / C�7 / / 1 $ //i / /
VDOT STD. EW-1 2 06"E \ < C - J/ - S�
- _ HEADWALL 20.00' / VDOT R/W - —
/ J 10' FRONT MIN. BUILDING -
- & PARKING SETBACK - /
up
/ - I
J i I I I I
PLANTING - I F / � k / - - -a - -
I
ASPHALT BEDS / / / o o / / CD
n
ENTRANCE / A j -� / /
/ � / VDOT STD. / / I I LC)
----- �u
/� / CG-2 (TYP.)
/GUARDRAILS
- - - --
�� Benchmark:
51DI / i Nail Found
- EXISTING GUARDRAIL
TOP=515.06 Z U.S. ROUTE 250 EXISTING N: 3908037,54-
��� INV=510.46 0 IVY ROAD / ' ' J� PAVEMENT E: 11455¢37.87 TO REMAIN.
ENTRANCE TO START
_ �' - - - --80LR/V� - - - - ROAD PAINT Elev�5'C7.13 AT THE END OF THE-
j - DB 231 PG 585 (STRIPING) / - GUARDRAIL - - - - - _ - - - - -
/ =
*v 800' TO NEAREST 1
INTERSECTION ------------- ^--- ----
_------_----
-- VDOT STD. --
--__ ^- (MORGANTOWN ROAD) - --_
IIII II\�- �
/
— --
G
7
II �ih\\
1j
_--_
� � ,515- UP
_ _
—
\ - _ --'� �_- HEADWALL GRAPHIC SCALE
A
IIIII III
,-�
0
�� -
S66'11'40"E
UP ` — 20 0 10 20 40
162.74'
O \
7 42 W
2164
( IN FEET )
1 inch — 20 ft.
80
SCOTT/R. CbLLINSZ_
Lie. No. 035791
p 11/16/20 `�Q1
O
O
N
w
J
H
w
W
w
a
Ln
JOB NO.
202183
SCALE
1"=20'
SHEET NO.
4
RADISE(3X)
PARADISE(2X) I I I I I I I I
I I II II I I
o I I II II II 1_
I I I I I
5 ASH
8 ASH
I
of trees o8 ASH 1 j I i� I i I I
OQ� C 24 ASH 15 I
�1y� PARADISE 10 ASH ASH
I
0 ASH 2 A H i
1l
20 ASH ;15 POP /
(2X) 8 ASH 10 ASH 0 ASH
railq/�/ / ��
8 POP / 2 ASH
�� ELL / ��, ;��
20 - 15 ASH / J / I / // / / / / / 15 / EXISTIN I
10 ASH PARADISE r I CRITICALSL PES W g / ASH
l I / / / / / TMP 58A2-24C p
10 / / 10 ASH / ,20 PL ASH / 2
J / / 12 I I RIVANNA WATER &SEWER
/ j / /PARADISE I AUTHORITY I CIO
ZONED: Cf
N // j // // ASH 15
6 P aRADISE / PARADISE
IF
/10 ASH
SHED // // jV/ /PARADISE PARADISE(2X) I
5nI06 Page I of / r- �525 / PROPOSED T.R�E
EXISTING �O TMP 58A2-21 (PART 1) P/1%TECTION' FENCEJI/////�20 ASH , / CRITICAL SLOPES SR & DR, LLC
/ ✓/i
DB 5139 PG 134 10 I 15 �H ASH
�
ZONED: CI / /'PARADIS I I PTO DEL
1.587 AC. - - / / I I 8 PARADI PARADISE /
SEPTIC\100, / / O-
�I II / TANK LIDI/ /KIDI`I I (1) A
I
if Ili
I EX RESIDENTIAL
SCHEDULE
TOTALSITE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf
QUANTITY1 COVERAGE (sf)
TREES
BN
I BETULA NIGRA
I RIVER BIRCH
10'-12' ht.
1 397
1 1
1 397
PA
IPLATANUSACERIFOLIA
I LONDON PLAN ETREE
21/2"cal.
1 422
1 2
1 844
QP
IQUERCUS PALUSTRIS
I PIN OAK
31/2" cal.
1 471
1 5
1 ,355
JUNDERSTORY TREES
G
AMALANCHIER x GRANDIFLORA
SERVICEBERRY
6-Tht.
1 130
1 1
1 130
CIF
CORNUS FLORIDA
IDOGWOOD
6-7'ht.
1 124
1 2
1 248
PY
PRUNUSYEDOENSIS
IYOSHINOCHERRY
6-7'ht.
1 99
1 5
1 495
EVERGREEN TREES
IN
ILEX x'NELUE R STEVENS'
I NELLIE R STEVENS HOLLY
V-71
1 44
1 12
1 2,376
MG
I MAGNOLIA GRAN DIFLORA LITTLE GEM'
I LITTLE GEM MAGNOLIA
6'-8' ht.
1 82
1 10
1 2,214
SHRUBS
B
ABELIAGRANDIFLORA
GLOSSYABELIA
24"1min
14
8
420
S
CORN USSERICEA
RED TWIG DOGWOOD
18"1min
72
8
576
IIV
ILEX CORNUTA
CHINESE HOLLY
24" 1 min
14
8
112
ITEA VIRGINICA'HENRY'S GARNET'
HENRY'S GARNETSWEETSPIRE
18"1min
1 64
8
512
EXISTING TREE CANOPY
Existing Tree Canopy 14,190
TOTAL CANOPY 24,869
CALCULATIONS:
z
EXISTING TREE CANOPY:
TOTAL TREE CANOPY ON THE PROPERTY:
14,190 SF
24,869 SF
TOTAL PARKING LOT
TREES REQUIRED:
PARKING SPACES:
29
# TREES REQ'D (1 /
10) 3
TREES PROPOSED:
5
PAVED PARKING & VEHICULAR CIRCULATION AREA:28,480
SF
SF PLANTING SPACE
REQUIRED (5%):
1,425 SF
SF PLANTING SPACE
PROVIDED:
1,920 SF
STREET TREES:
TOTAL LINEAR FOOTAGE
OF PROPERTY FRONTAGE:
190 LF
TOTAL STREET TREES
REQUIRED (1 TREE PER 40')
= 5 TREES
TOTAL STREET TREES
PROVIDED = 5 TREES
I / 1 l /_� I I TMP 58A2-24
�F HOUSE / / / / o EATON, LOUIS S OR SUSAN
I " N #4272 , / / / / i' / / ZONED: RA
,ItU n VEN E
10 / I FENC
PA DISE ✓< // // /
100 FLOO PLAIN
A
\
\ /
\ I ,
I o
CIF �s /tea ��oo° A A o
V II II II F �z (2) MG \ \
C
�\ \ \ \ o / / /� + 2) P
+
I N73'50'25"W \ / / FFE=S 6.55 A ` /
I 10.55' �12 ITT / / / 2) IV
APLE ' « \
N22.50'28"W ��\ " UP A / //o + OO 1 BN
16.58' \ I PROPOSED 3,26o SIF s O 3 1C \ _
\ / BUILDING EXPANSION j °� \ o
I / WITH 4 SERVICE BAYS
} V Q • A VA
I (2) MG
TMP 58A2-20A Z¢w'O
JOSEPH W RICHMOND Jr 4 F \ w o w
I,
TRUST - P \ Jo 0
+ (s) Iv VA
Source: Va. DSWC Plate 3.38-2 I DB 4992 PG 686 m /) ❑18.8' o P❑ T \ N w 3,
Conservation Plan Notes: I // 45.0'
/ l FFE=516.55 49 PG 5 �\ \
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH N // 1-STORY BRICK / ' 6 ,� \\
PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT +I
OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE / IVY EXXON (6) MG
TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND / #4260 / « �•'�j \ \
INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I / (2) CS MW
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF + FP / \ I
CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN I ---� OLLARD� 6 .5' / p11 , _ -c\,1 \ III
THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WOOD FENCE �• /� / «
f
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT
STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE {
COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (3) IN ' a f >.'e'�J k.•�
TO BE PRESERVED AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE -G= ,� • /..\\ i {f `
DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE G a• - IMW
'_'
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN CANOPY
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE NOl-2T06"E \ , /f
PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND 20.00'
INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. -- - / 10' FRONT MIN. BUILDING
_ - / 5 CK i � ° d I
Y
- - �
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, - , - - - - - &PARKING CS
ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS - -
County of Albemarle
Conservation Plan Checklist- To be placed on Landscape Plans
(Handbook, TIP III-284-111-297 for complete specifications)
1. The to llow Ina Items stall he shown on the plam
El Trees to'oe oavc6,
EI Lindnofelearing(outaidedriphneofinestobesaved);
EI Locationand type ofprotective Penang,
Grade changes requiring tree wells or walb;
Proposed trenching or tuanding beyond the India of Blearing.
2. Markus:
ZI All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
EI No grading shall begin until the lace marking has been inspected and approved by a County Inspector.
3. PreLon nairtion Conference:
ZI Tree preservation and protection nommms shall be reviewed with the contractor on site.
4. Eanioment Operation and Storaee:
LI Heavy equipment, vehicular traRcand storage ofeoastmction materialsinchriing soil shall nolbepermitted within the driphnes
to be saved.
6. son Ertl and Stormwaeer Dennis. Devices:
U Such devices shall not adversely affect trees m be saved.
6. trial
E1 Fires are not permitted within 100 feet ofthe dripline of trees to be saved.
7. Took Materials:
® Toxic materials shall not be stored within 100 feet of the dripline oftrees to be saved.
S. Protective Fencine:
EI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
ZI Fendng shall be in place and shall be inspected and approved by a County Inspectorprier to grading ar construction
9. Troe Wells:
® When the ground level must be raised within the dripline of atese to be saved, a was well shall be provided and a construction de
submitted for approval.
10. Tree Walls:
EI When the ground level most be lowered within the dripline a tree m be saved, ones wall shall be provided; and a censtmction dets
submitted for approval.
11. Urnchim, a ad T anneline:
LI. When trenching is required Milan the limits of clearing, it shall be done as far away from the tanks oftrees as possible. Traveling
under a large two shall be considered as an altemative when it is anticipated that necessary trenching will destroy feeder roots.
12. Clete
W Protective fencing shall be the last items removed during the final cleanup.
13. Damaeed Trcer:
® Dan Laces shall be treated immediately by pruning, fertilicim m or othcuradbods recommended by atree specialist.
NOTE: IT IS EDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATIO
REQUIREMENTS.
11/16/2020
'Alt
CONTRACT PURCHASER SIGNATURE (DATE)
1992
FENCING AND ARMORING
I
I
BRA LINE� I
SNOW FENCE
'IIIIIIII��II�II�I,llill�ill,!It,, . �..n�ual'IIIIIIIIIIIIII
I�►
e iOWM"
:III
Landscape Notes
NOTES•
1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE
SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIATON, THE VIRGINIA SOCIETY OF
LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR
THE ROAD AND BRIDGE SPECIFICATONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
2. 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.
3. THE LANDSCAPING PLANTS AND 7REES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED
IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4 CAL SHALL BE STAKED.
TREES 4" CAL OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURV£Y TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Tree Planting and Staking Detail
Not To Scale
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2 2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURWY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMADON
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, AHGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
/ I
RIP AP
CONCRETE UD
PER ANENT RAINAGE
INV=521.08
EAS ENT
SIGN
-
DB 22 PG 43
HEADWALL
S28° '44"W
i
NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE - - J
LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES M� \ PLANTING SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING ASPHALT ASPHALT I BEDS \ t - k e p / / I I I I
SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT
TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO ENTRANCE //
BE PRESERVED AND PROTECTED. I
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE /
TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, (5) PY / /GUARDRAILS
IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT -- ----- -----\ / / / /
CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE - / Benchmark:
PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ - --
J DI (5) Nail Found
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF \ ` TOP=515.06 S U.S. ROUTE 250 (8) AB EXISTING N: 3908037y4
TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY S% g, \ INV=510.46 o IVY ROAD / ' J / / PAVEMENT E: 11455¢37.87
PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT _ ` / / - - -
- - (5) I Elev:,517.13 / / _ _ _ _ _ - GRAPHIC SCALE
ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND - - \ - A01"I - - - - J ROAD PAINT - -_- _
FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ / - DB 231 PG 585 (STRIPING) / - - - - - - - - - - - - - 20 0 10 20 40 80
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE
TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE / J _ _ - - - -
FINAL CLEAN-UP. - / - - - - - -
---
------- ---_ ( IN FEET )
\ `��-- ----
1 inch = 20 ft.
_- ------ `�------- ��----
---
%l
SCOTT/R. C1!ILLINS7
Lie. No. 035l
p 11/16/20 `�Q1
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JOB NO.
202183
SCALE
111=20'
SHEET NO.
5
A
PERMISSIBLE COMET.
JOINT
A EJ -TRUNCATE[
SEE SHEET
TANGENT PLAN
2'-0" I W-D"
FOR DETAILS
STD. CC-2
BACK OF CUR 1 12 :1 1 46A I
20'1 4:1 wo
2'MIN.
SECTION A -A
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET IOF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
2
4
2
5
2
3
5
3
3
6
4
4
B
5
5
0
6
7
4
7
3
5
8
15
15
NOTE'
THE REQUIRED LENGTH OF A PARALLEL RAMP IS
LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE.
o u -
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�CROSSWALK�
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE
UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS
AND ROADWAY GEOMETRICS PROVIDING THE OIMNSIONS AND
SLOPES ME AS NOTED.
a �,1 MAx
2:1 M Y��
2' MIN AT X . 2" HIGHER THAN
F EDGE OF PAVEMENT
AT)X.T",.SAME AS TOP OF CURB
THIS COMBINED (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" X 50" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
WITH A WARPED SURFACE.
CG-12 DETECTABLE WARNING SURFACE
REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION
203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTES:
1. THIS REM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN RACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAD FOR AS
RA MIL CURB. -
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" ITS" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH) IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWSE THE DEPTH IS TO BE 15" AS SHOWN. v
NO ADJUSfAENT N THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE N DEPTH. g
5. CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-B AS SHOWN N
APPENDIX A OF THE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON CS URBAN STANDARDS.
,;A•
2" RADIUS
D.'
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SURFU
:�
�D
:�•,
BASE
DAD
B"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
ERENCE STANDARD 6" CURB
DS
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
WP-2
4"
R
CII
G!c
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 OF 1
201.01
EDGE EXING PAVEMENT
I I DETERMINED IN FIELD)
TACT( 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 11/, 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 N 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 NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MLLED A MINIMUM DEPTH OF 1 I/. INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY TFE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE WILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. 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
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315,01 OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING SPECIFICATION
REFERENCE
kRE11,1,/07 FOR WIDENING SUBJECT TO TRAFFIC 305
VIRGINIA DEPARTMENT OF TRANSPORTATION 315
ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS:
PA VEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE
SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF
CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR N
PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE
COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS,
THE PUGMILL REQUIREMENT WILL APPLY
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR
TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT
ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH
AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND
VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
7. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN
APPROVED VDOT PIPE MATERIAL.
2. STANDARD UNDERDRAINS (CD-7 OR CD-2 OR UD-4"S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS
INDICA TE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15)
INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE
NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL
EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL PAVING, DRAINAGE RELATED MA7ER/ALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIF/CA77ONS AND STANDARDS OF VDOT
UNLESS OTHERWISE NOTED.
J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 7 (HORIZONTAL: VERTICAL).
WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:7 OR BETTER ARE TO BE ACHIEVED.
5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING,
OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
NOTE: CONCRETE (VARIABLE WIDTH)
SHALL BE 3000 PSI (5' MIN.)
AT 28 DAYS OR
STRONGER. 4" CONC.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM-9.5
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
BASE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - TRAVELWAYS
NO SCALE
2" SM-9.5
SURFACE COURSE
8' 21-A
BASE COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING - PARKING LOT
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING
PAVEMENT
EX. STONE \ /\, / /
SUBBASE \�\\/////
COMPACTED
SUBGRADE
ASPHALT PAVING - MILL/OVERLAY
NO SCALE
12"
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
PARKING Itz WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND -
` WHITE
M TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
VAN ACCESSIBLE" PARKING SPACES
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
L z GALVANIZED "U" CHANNEL POST
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N CONCRETE
ow
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J
D /
N
4„ MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
SIGNS MOUNTED BOTH SIDES
Concrete Bumper Block
I Concrete: 4,000 P. S.1, Vibrated
• Reinforcing 2 #4 Rebars, 1.5" from bottom"
• 72" long, 5" high, 4" wide top, 7&guot wide bottom
• (Not dawn to scale)
I-4"I 12" �I
6»
I
II v
IL- 1211 -�UI
314" holes ;I
Mtt
12'x25' CONIC. MIN. 12'x20' CONCRETE DUMPSTER PAD
LOADING SPACE 7" THICK - 3000 PSI CONCRETE
4
�6" COMPACTED z1B STONE BASE
1'nAl/'OC7_C I /1 A FIIAI/' 01D A /`C nCTA ll
NO SCALE
HANDICAP SIGN
LOCATION (VAN)
FLUSH SIDEWALK
FACE OVA
OF CURB
BUMPER
BLOCK
PAIN
PER VDOT
PAINTED
SPEC.
TRIPE
YPICAL)
ACCESSIBLE SPACE
HANDICAP SPACE DETAIL
NO SCALE
NOTE
HC PARKING SPACE & ACCESSIBLE ROUTES SHALL BE
COMPLIANT w/
ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS
NOTE: ACCESSIBLE PARKING SPACES,
ACCESS ISLES, AND ACCESSIBLE ROUTES
SHALL BE INSTALLED IN ACCORDANCE WITH
ICC ANSI i17.i-09.
13'-0"
4'-0"5"-O" -O
1'-0" (TYP.) STEEL BOLLARD (INTERIOR)
(TYP.) (SEE DETAIL THIS SHEET)
6,-O"
Ica /R (TYP.)
I
I 1'-0" (TYP.)
$ B PAINTED BRICK ENCLOSURE TO MATCH
o A PROPOSED BUILDING (8" WIDTH X
N 7'-0" HEIGHT)
o A a 4 STEEL BOLLARD (EXTERIOR)
N O 5° (TYP.) (SEE DETAIL THIS SHEET)
INOODEN�DOCRS DUMPSTER GATE (SEE
DETAIL THIS SHEET)
45' CHAMFER 13'-O" F\ ,I DENOTES 8 C.Y. DUMPSTER
1� 1 6 -0 (L) X 5 -6 (W) X 6 -8 (H)
LAYOUT (2 PER DUMPSTER PAD)
NOTE: BROOM FINISH 67x6" W2.1xW2.1 WELDED
WIRE REINFORCEMENT
C2»)
/
r
7" CLASS A3 CONIC.
t
rz,
7" 21A STONE
j\�j\\j
j\\�j\\j j\\ /\<j -COMPACTED SUBBASE
DETAIL - CONCRETE DUMPSTER PAD
NOTE : CONTRACTOR TO VERIFY WITH ON -SITE
GEOTECHNICAL ENGINEER FOR FINAL CONCRETE
DETAILS.
Z
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1x6x6 TREA7s26 BOARDS
�BOLTED TO IRON FRAME
STEEL BOLLARD
(EXTERIOR)
(TYP.) (SE o
DETAIL THIS
SHEET) N
CE :W. 7
a A
2x2x3/16 CANE BOOT
ANGLE IRON
FRAME
DETAIL DUMPSTER GATE
DETAIL N DUMPSTER AREA
NOT TO SCALE
SCOTT/R. C>1LLINS'Z
H--R
Lic. No. 035791,E
A 11/16/204i
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JOB NO.
202183
SCALE
AS SHOWN
SHEET NO.
6