HomeMy WebLinkAboutSDP202200024 Plan - Revision 2022-06-08LEGEND
EXISTING NEW
10
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311.5
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311.5 TC x
311.5 TW x
311.5 BW x
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FHA
GAS
DESCRIPTION
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
VACATED PROPERTY LINE
MFA/SFA BUILDING SETBACK
SFA BUILDING SETBACK
ACCESS EASEMENT
DEMOLITION
PARKING COUNT
DIMENIONS
GRADING EASEMENT
INDEX CONTOUR
INTERVAL CONTOUR
SPOT EVELVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
RETAINING WALL
STAIRS
RAILING
BUILDING
ROAD -EDGE OF PAVEMENT
ROAD- CENTERLINE
ROAD -FRONT OF CURB
ROAD BACK OF CURB
CG-2 STANDARD 6" CURB
CG-6 STANDARD 6" CURB AND GUTTER
CG-12 STANDARD ACCESS RAMP
SIDEWALK
BIKE PARKING
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
CONCRETE/PAVEMENT-SIDEWALK
RIPRAP
ASPHALT
GRASS
TREELINE
FENCE
UTILITY EASEMENT
UTILITY POLE
LIGHT POLE
OVERHEAD UTILITY
UNDERGROUND UTILITY
OVERHEAD UTILITY GUY
MANHOLE
STORM LINE
ROOF DRAIN
DRAIN INLET
DRAINAGE EASEMENT
STORM DRAINAGE EASEMENT
SANITARY SEWER PIPE
SANITARY SEWER LATERAL
WATER LINE
WATER SERVICE LINE
WATER METER
WATER VALVE AND BOX
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
ACSA EASEMENT
GAS LINE
OWNER
Je Liesfeld Contractor Inc
1851 Bennington Rd
Rockville, VA 23146
DEVELOPER
Craig Builders
338 Rio Road W
Charlottesville, CA 22901
ZONING
NMD - Neighborhood Model District
ZMA2004-07
Overlays: None
Prior Site Plans:
SDP201200026
SDP201100051
DISTRICT
Rio
SOURCE OF TITLE
DB 5215 PG 435
SETBACKS
Per Belvedere code of development, the minimum setbacks for Single Family Attached within Block 2 are as follows:
Front Built -to from street: 8'-16'
Side setback: 3'
Rear setback: 10'
Rear setback (covered porches): 4'
Per Belvedere code of development, the minimum setbacks for Multi -Family within Block 2 are as follows:
Front Built -to from street: 5'
side setback: 5'
rear setback: 10'
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary and topographic information provided by Foresight Survey P.C. on October 10, 2021
Supplemental planimetric and topographic information for adjoining parcels provided by LIDAR data and Albemarle County GIS .
BENCHMARK
Datum for topography is NAD 83
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO279D), this
property is not located within a Zone AE 100-year floodplain.
RESERVOIR WATERSHED
This site is within the Meadow Creek Watershed.
This site is a watershed of a public water supply.
HUC:020802040401
GENERAL CONSTRUCTION NOTES
1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be
obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation 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.
5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to
be acheived.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR
Part 1926).
FIRE PREVENTION REQUIRED STEPS
1. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas
shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code.
2. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide
Fire Prevention Code.
3. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and
demolition sites, provide access to within 100 ft. of temporary or permanent fire department connections, and have no
overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary
road, but shall be capable of supporting fire apparatus in all weather conditions.
4. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the
Virginia Statewide Fire Code
5. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive
on site.
6. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance
with the Virginia Statewide Fire Code
7. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels
where combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards,
such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code
8. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall
require a permit from the Albemarle County Fire Marshal's Office
FIRE FLOW
Required Fire Flow:
Per Virginia Statewide Fire Prevention Code, Appendix B105.1(1), minimum fire flow is 1,000 gallons/minute for 60
minutes duration for building area between 0-3,600 SF.
(1) multi -Family building has an area of 836.0 SF and a gross area of 1,672.0 SF.
Therefore, the required fire flow = 1,000gallons/minute
MAJOR SITE PLAN AMENDMENT
BELVEDERE TOWN CENTER -BLOCK 2B
AMENDMENT TO SDP201200026
TMP 062G0-02-00-023
ALBEMARLE COUNTY, VIRGINIA
EXISTING USE
The site is currently a grassed lot
PROPOSED USE
8 Multifamily (MF) units
1 single family attached (SFA) unit
BUILDING HEIGHT
Maximum:
Massing & Form: Building massing, Form and Height is governed by The Belvedere Code of Development & shall not
exceed 50 vertical feet.
Proposed:
3 Story Buildings.
Note: Building heights shall not exceed 30' facing Belvedere Way to comply with fire code.
LAND USE SCHEDULE
EXISTING AREA
SF
AC
%
Managed Turf
29,229
0.67
100.0%
Total
PROPOSED
29,229
0.67
Area
100.0%
SF
AC
%
Building
Pavement/Concrete
4,140
1,540
0.10
0.04
14.2%
5.3%
Impervious
5,680
0.13
19.4%
Managed Turf
23,549
0.54
80.6%
Total
29,229
0.67
100.0%
PARKING SCHEDULE
Site Parking Required:
Existing Parking Required:
2 Parking Spaces
Per Sec.4.12.6: Townhomes x 19 Townhomes = 38.0 Spaces required
Guest Parking Required: 1 Guest Parkins x 19 Townhomes = 4.75 = 5.0 Spaces required
4 Townhomes
Per Sec.4.12.6: 1 Pof Nark
200 SF etinDentist g SoavesOffice Area x 2,218 SF = 11.09 = 12 Spaces Required
Total Existing Parking Required = 38 + 5 + 12 = 55 Spaces
Additional Development Parking Required:
Apartments no garages
Per Sec.4.12.6: 2 Parking Space 1 MF Unit x 8 MF Units = 16 Parking Spaces Required
Per Sec.4.12.6: 2 Parking Space 1 SFA Unit x 1 SFA Unit = 2 Parking Spaces Required
Total Additional Parking Required= 16 + 2 = 18 Parking Spaces Required
Total Site Parking Required = 55 + 18 = 73 Spaces
Site Parking Provided:
38 Garage Spaces (2 per Townhome)
76 Parking Spaces in Lot
14 Parallel Parking Spaces
6 Handicap Spaces in Lot
Total Site Parking Provided = 134 Spaces
STEEP SLOPES
Steep slopes (managed & preserved) are not present on this property.
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.
NOTES PER ZMA20040007
1) Belvedere Block 2 Maximum Residential Density Calculations:
Maximum Residential Densities For Belvedere Block 2
Block
Group
Area (ac)
Maximum residential densities
SFD
SFA/TH
Apartmen
Carriage
Total
Density
is/MF
House
Unit
Permitted
2
26.83
0
20
302
0
322
12
Constructed
(existing)
2
26.83
0
19
294
0
313
12
Proposed
with this Site
2
26.83
0
1
8
0
9
12
Plan
Total
2
26.83
0
20
302
0
322
12
VICINITY MAP SCALE : 1"=1000'
GLENWOOD
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SHEET INDEX (6 TOTAL)
C1 COVER SHEET
C2 EXISTING CONDITIONS
C3 SITE PLAN
C4 GRADING & UTILITY PLAN OVERVIEW
C5 GRADING & UTILITY PLAN
C6 LANDSCAPE PLAN
Fyn C`,
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s-
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o ..
v JU M. HIMP a
i 0. 45183
6 Q�z2
.4
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�`rSlrltreT ENG
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
TOWN CENTER -
BLOCK 2B
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
1) 2022.06.08
FILE NO.
21.064
COVER SHEET
C 1
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V.W. RAINAGE E MT.:.
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(DB 4159, PG 665) -
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LINE
BEARING
DISTANCE
Li
N 26'50'53"
E
2,62'
L2
S 30'17'52"
W
4.92'
L3
N 17°18'17"
W
3.50'
L4
S 18'22'43"
W
28.14'
L5
N 71'41'11"
W
6.23'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
43.00'
15.74'
15.65'
S 52'28'10" W
20'58'00"
C2
266.50'
22.39'
22.39'
N 24'08'56" E
4'48'51"
C3
266.50'
14.01'
14.00'
N 28°09'55" E
3'00'40"
C4
266.50'
94.94'
94.44'
N 39°58'52" E
20°24'39"
C5
266.50'
42.50'
42.45'
N 54'44'02" E
9*08'12"
C6
266.50'
62.15'
62.01'
N 65'59'01" E
13'21'46"
C7
270.00'
37.23'
37.20'
N 76'38'43" E
7'54'02"
E8
197.00'
75.31'
74.86'
S 67'46'36" W
21'54'17"
C9
197.00'
28.07'
28.05'
S 52'44'30" W
8'09'54"
El
197.00'
85.20'
84.53'
S 36'16'12" W
24°46'43"
C11
197.00'
18.96'
18.95'
S 21'05'58" W
530'49"
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
c
v JU M. HIMP a
i 0. 45183
�w
o `
�`rSIlureT ENG
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
TOWN CENTER -
BLOCK 2B
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
1) 2022.06.08
FILE NO.
21.064
EXISTING CONDITIONS
C2
41,— 3,000 PSI
CONCRETE
4"— VDOT #21A
O�O�O�O�O� BASESTONE
COMPACTED SUBGRADE
ililiffilillilmillilluiillilmillillulI MIN. CBR=6.0
TO BE FIELD VERIFIED
TYPICAL SIDEWALK SECTION
NOT TO SCALE
NOTE: BUILDINGS
SHALL NOT
EXCEED 30'
HEIGHT FACING
BELVEDERE WAY
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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M. HIMP a
o. 45183
4st 4�
JAI ENG
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
TOWN CENTER -
BLOCK 2B
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
1) 2022.06.08
FILE NO.
SITE PLAN
21.064
C3
/ TOP-472.41 UGu I - / -.._, _..-� UA" AS u �P� 1 / i
II-464.92 ucu
.ED o. O FH
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RD 90
3' L ND o ao tla RD r °,_ cis gspyq<T V,W. DRAI GE ESMT-
/ 5 1 ro OUTLET o I _p�RD S�, (D8 4308 PG__ 49) \ /
h� ASEME T PROTECTION a 495 - c
NOTE: THE VAULT IS EXISTING, THIS DETAIL IS W _ RD\ VLT Ngh
FOR REFERENCE ONLY 46 p
:. .:...... \a\
4 DI 7
TOP 47 40 / 95� D sqs /
10 9.0 os. // 49 ` I
1 I F • . __ .." 1. I1 mD=493.17 FFE_493.83
---I r AN, a .
a
•.or...
F� 3r
IN WON.
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i 3T YIIL
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maw NG ASgM&Y
= 1
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE W.
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1 /2" METER)
NTS
FIG. W-78
M-15
NOTE: ONLY INDEX
CONTOUR SHOWN ON THIS
SHEET
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
ACSA: TYPICAL 1 1 /2"
WATER METER /@
NOT TO SCALE I I.:
v JU M. HIMP a
i o.45183
2
�`rSlnrrAT EN
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
TOWN CENTER -
BLOCK 2B
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
1) 2022.06.08
FILE NO.
21.064
GRADING & UTILITY PLAN
OVERVIEW
�x
FINISHED GRADE
EASDNG GRADE
_,,11 3-4 6 Ty Q LUUSLNLU SUIL. I -I 111-111;
rF UNIT F UNIT
UNIT 5_ y 3X ROOTBALL DIAMETER DIMS
MF uNlr F UNIX38T
22' �_$ _ 1 TREE PLANTING DETAIL
�RO MF UNIT 22'x38' UNIT g 9S -
:::� .. ifEW S;�o.: MF UNIT c20'x38' / I _ s..9g ., \ \ Not To Scale
ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN PER SDP201200026, REQUIRED CANOPY = 14,810
ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN EXISTING CANOPY=17,406 TMP 62G-02-21
ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY \ p DEYO INC \
ADOPTED BY THE VIRGINIA NURSERYMEN' S ASSOCIATION, THE VIRGINIA SOCIETY OF NO PROPOSED CHANGES TO THE EXISTING LANDSCAPING EXCEPT: \ t7 \ B 4369 PG 22
LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF REPLACE ONE FP (GREEN ASH) TREE WITH PA (LONDON PLANETREE) TREE
LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA REPLACE 3 QP (WILLOW OAK) TREES WITH NEW 3 QP (WILLOW OAK) TREES.
DEPARTMENT OF TRANSPORTATION. PROVIDED CANOPY WITH THIS AMENDMENT = 17,158 `� �j�yT 'Y
Existing Landscaping
Abb
Botanical Name
Common Name
Min Size
(CAL.
IT
0-Yr
Canopy
Total
Quantity
Canopy
CANOPY TREES
AS
Acer Sccharum
Legacy Sugar
2 1 /2"
214
3
642
FP
Fraxinus Pennsylvanica
Green Ash
2 1/2"
672
5
3,360
PA
Platanus Acerifalia
London Planetree
2 1/2"
422
10
4,220
OP
Quercus Phellos
Wilow Oak
2 1/2"
419
11
4,609
CV
Chionanthus Virgincus
Fringetree
6'-7'
125
2
250
CC
Cercis Candensis
Redbud
6'-7'
124
6
744
AG
Amelanchelr Grandifora
'Autumn Brilliance'
Autumn Brillace
Serviceberry
6'-7'
130
5
650
MV
Magnolia virgniana
Sweetbay Magnolia
6'-7'
113
14
1,582
PY
Prunus. uedoensss
Yashiro Cherry
6'-7'
99
7
693
EVERGREENS
MG
Magnolia Grandifora
Little Gem'
Little Gem
Magnolia
6'-8'
82
8
656
SHRUBS
CA
Clethra Ainifoloa
Summersweet
Clethra
18" ht
16
230
3,680
CS
Corpus Sericea
Red Twig Dogwood
18" ht
72
28
2,016
IV
Hen Virginica 'Henry's
Garriet'
Henrys Garnet
Sweetspire
18" ht
64
114
7,296
MC
Myrica Cerifica
Waxmyrtle
18"-30" ht
44
9
3
Total 17,406
Landscaping Replacement Canopy Calculations
Abb
Botanical Name
Common Name
Min Size
(CAL.
Ht.)
10—Yr
Canopy
Total
Quantity
Canopy
CANOPY TREES
AS
Acer Sccharum
Legacy Sugar
2 1/2"
214
3
642
FP
Fraxinus Pennsylvanica
Green Ash
2 1/2"
672
4
2,688
PA
Platanus Acerifalia
London Planetree
2 1/2"
422
11
4,642
QP
Quercus Phellos
Wilow Oak
2 1/2"
419
11
4,609
CV
Chionan`h1
Fringetree
6'-7'
125
250
CC
Cercis ..
Fedbud
6'-7'
124
Z_
AG
Amelar, :--
'Aut
.arn Brillace
�erviceberry
6 —7
130
C)
MV
Magnolia virgniana
Sweetbay Magnolia
6'-7'
113
82
PY
Prunus. uedoensss
Yoshino Cherry
6'-7'
99
EVERGREENS
MG
Magnolia Grandifora
'Little Gem'
Little Gem
Magnolia
6 —8
82
SHRUBS
CA
Clethra Ainifoloa
Summersweet
Clethra
18" ht
16
230
3,680
CS
Corpus Sericea
Red Twig Dogwood
18" ht
72
28
2,C16
IV
Itea Virginica 'Henry's
Garriet'
Henry's Garnet
Sweetspire
18" ht
64
114
7,296
MC
Myrica Cerifica
Waxmyrtle
18"-30" ht
44
9
3
Total 17,156
PULL POTTING MIX AND ROOT MAT
-.
ne
_.
APART TO DIRECT THE OUTER ROOTS
\
---� `
- --
INTO THE ADJACENT SOIL. DO NOT
LEAVE CIRCLING ROOTS
r M
SET TOP OF ROOT CROWN 2"
ABOVE FINISHED GRADE
C%
NATIVE BACKFILL SOIL AMENDED
WITH 15% DECOMPOSED
3" DOUBLE —SHREDDED
ORGANIC COMPOST
HARDWOOD MULCH.
S
WATERING BERM
s--- �
SOIL SURFACE ROUGHENED
SHAPE SOIL SURFACE TO PROVIDE:.
14
TO BIND NEW SOIL _
_ - -�� °-��_
-.—"
3' DIA. WATERING RING
_
_
=
FINISHED GRADE
- / 0
PREPARE SUBSOIL TO
TREE
PIT DEPTH EQUALS R L
/
3O:
WITH MOUND TO _
PREVENT SETTLING
DEPTH. MEASURE BEFORE DIGGING
—
�
I
2X ROOTBALL DIAMETER DIM.
1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR
AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT.
2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS
TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL.
SHRUB PLANTING — SECTION
C6 Not To Scale
s
CIL
SEE TREE PLANTING DETAIL
FOR STAKING
ROOT BALL MODIFIED AS
REQUIRED
ROUND —TOPPED SOIL
BERM 4" HIGH X 8" WIDE
ABOVE ROOT BALL SURFACE SHALL
BE CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR 240.
BERM SHALL BEGIN AT ROOT BALL
PERIPHERY.
4" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL.
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS SUBSTRATE/SOIL
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED. POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
LOOSENED SOIL. DIG AND TURN
THE SOIIL TO REDUCE THE
COMPACTION TO THE AREA AND
DEPTH SHOWN.
SLOPE AND ROUGHEN SIDES OF
LOOSENED SOIL.
ORIGINAL GRADE
STING SOIL
NOTE: ONLY INDEX
CONTOUR SHOWN ON THIS
SHEET
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
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JAI ENG
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
TOWN CENTER -
BLOCK 2B
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
1) 2022.06.08
FILE NO.
LANDSCAPE PLAN
21.064
f3X WIDEST DIMENSION OF ROOT BALL -
TREE ON SLOPE @ 25% (4:1
to 50% (2: 1
Scale: 1 "=20
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