HomeMy WebLinkAboutSDP201200026 Plan - Submittal (First) 2022-02-09LEGEND
EXISTING
NEW
DESCRIPTION
BENCHMARK
SITE PROPERTY LINE
----
ADJACENT PROPERTY LINE
---�---
- - - - - -
VACATED PROPERTY LINE
-
MFA/SFA BUILDING SETBACK
o-
-
SFA BUILDING SETBACK
ACCESS EASEMENT
DEMOLITION
0
10
PARKING COUNT
1.00'
DIMENIONS
- --
- --
GRADING EASEMENT
- - -31 G - -
10
INDEX CONTOUR
----310---
12
INTERVAL CONTOUR
311.5
�010
SPOT EVELVATION
x
311.5 TC x
57" TC
TOP OF CURB ELEVATION
311.5 TW x
578X
TOP OF WALL ELEVATION
311.5 BW x
57"XW
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
/F_N
/FN
CG-12 STANDARD ACCESS RAMP
SIDEWALK
ElF::::]
BIKE PARKING
F_
PARKING SURFACE
CROSSWALK
HANDICAP ACCESSIBLE AISLE
Lh
HANDICAP PARKING
CONCRETE/PAVEMENT-SIDEWALK
C
RIPRAP
0
ASPHALT
0
0
GRASS
TREELINE
X
X
FENCE
UTILITY EASEMENT
UTILITY POLE
-0
LIGHT POLE
♦
♦
-�- -�-�-
--W-W-�-
OVERHEAD UTILITY
UNDERGROUND UTILITY
m
T
OVERHEAD UTILITY GUY
MANHOLE
STORM LINE
- RD
RD
ROOF DRAIN
q
OI oI
DRAIN INLET
DRAINAGE EASEMENT
- - -
- - - - - - -
STORM DRAINAGE EASEMENT
SANITARY SEWER PIPE
- S
- S
SANITARY SEWER LATERAL
W
W
WATER LINE
WS
WS
WATER SERVICE LINE
0
El
WATER METER
®Wv
0
WATER VALVE AND BOX
^FDC
AFDC
FIRE DEPARTMENT CONNECTION
*FHA
*FHA
FIRE HYDRANT
ACSA EASEMENT
GAS
GAS
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
MAJOR SITE PLAN AMENDMENT
BELVEDERE BLOCK 2
EXISTING USE
The site is currently a grassed lot.
PROPOSED USE
8 Multifamily (MF) units
1 single family attached (SFA) unit
BUILDING HEIGHT
Massing & Form: Building massing, Form and Height is governed by The Belvedere Code of Development & shall not
exceed 50 vertical feet.
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
Parking Required:
Apartments no garages
(2 ace
M Unit) '8=16
Space
(2 SFA Unit) * 1 -2
Total Required= 18 spaces.
Parking Provided:
Per SDP201200026, 96 parking spaces are provided as shared parking spaces within block 2.
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).
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 b the owners of such underground facilities or others.
9 Y 9
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
AMENDMENT TO SDP201200026
TAX MAP 62G, PARCEL 2-22
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE : 1"=1000'
r,V GLENW09D
STATION
Hurt I nrv�wa
L'
SOCA Field House
FREE STATE 4
ROAD (ROUTE r
BELVEDERE 651) �)
BLVD Id
Farrow rn
691 D� 6
�,Z a
SITE ► #
uai?o
Reserve At Belvedere a `G
WAKEFIELD
NM'1 Ln
Map provided by Google.com
RUSKIN s
DR.
9The Center at Belvedere
Circle K
Covenant Church
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
r
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SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U 1U T%M S44IMP
0.45183
��0 214 �Zti ���
`SS7ONAL 1`'d
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
BLOCK 2
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
FILE NO.
COVER SHEET
21.064
C1
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g ASEME T I ° \ \ v`° - - - - - - - - BOUNDARY LINE I / - - - - - QS� \� AE/ Sy, / V.W. DRAINAC>E ESMT/
47 / / cy�� / - - - / (DB 4308 RG"249)� /
\ / TO BE ADJUSTED I a �, 9 495 - - - �' - A �%
L W / 4"D{-7 / i / I in / I - - - /� / I
v vim- TOPP 47�.4n / ��� / a / " - _ _ / vLT/ v ��5 / J
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\ ^ �ro rn \ / rn rn TMP/ 6�G 02- - - 95 s
'I r I I \ Tb1P 62G-02-24 / j /° i aJE LIESFEED
JE LIESFELD /
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CONTRACTOR INC - 4&2-
DB 5215 PG 435
DB 5215 PG �6 0.245 AC
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v A A II/� V A\\ / /----483- 1 IaI'II III / / v / / x\vr / 10"DI 3B
\ \ \® z LT _ _�FC7P-496.98 I
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I \ FENCE / / _ _ _ I 1 0, ti J \ \ �. II- 83.90 \ \
-Z477- I \a / �_ l�l /- \ \ I .I ��h / a / -�V �� \ \ c 10-4,83.33
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REPLACED \ 1
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V.W. RAINAGE ESMT / / ° DB 5215 PG 4/ c9
I (DB 4159 PG 665) I � II / o �� / / 0.155 AC/
\ S \
\ I I DB408FG29)
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�� (
I I r w Wv \ sAN MH-1 ss /'al
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I v k I TMP 62G-02-1 v \ / �� \ �F / / A
MARY DRLENE WARD & vL o o
V I 00 JAMES PHILIP CARLTON V A \ /
I \ \ V.W. WATER ESMT
(DB 4�08 PG 249) / #914
I\ TMPDEYO 02) /�a r
T I ITC
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6 I A V A 48 V A V A \ �.. A - A 1 :1 M�/ \
16\\ \\ 20 0 20 40 60 ti
Scale: 1"=20'
BOUNDARY CURVE TABLE
BOUNDARY LINE TABLE
LINE
BEARING
DISTANCE
L1
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
C1
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'
6215'
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"
C8
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"
C10
700
1 1.
85.92
0s
84..95
36'16'12"W
°46'43"9.00'
C
18
53
18
S 1.558
2
511 04
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ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
U 1U T%M S44IMP
0.45183
SS/.GONII`
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
BLOCK 2
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
FILE NO.
21.064
EXISTING CONDITIONS
C2
BOUNDARY ->. - - o ° MF 5' SIDE
LINE SETBACK \
\ 3' LANDSCA 2 ..-9' o \
EASEME T ' � � °� ' �� T S� V.W. DRAI GE ES�MT�
(DB 4308 PG 49
'�
REVISED MF: \\
PARCEL SIDE
1—
`$ UNIT 2
62-02-24 SETBACK
- ® 22'UNI UNIT 3_4
Iva
0.226 AC
SFA: 3' MF UNIT 22'x38' UNIT 5_6
SIDE MF UNIT 22'x38'UNIT 7_8
\
SETBACK MF UNIT 22'x38'UNIT 9 \�\
NEW 5' MF UNIT 20'x38' \ \
\` C SIDEWALK REVISED SFA UNIT
R' PARCEL \ \
•'61 62-02-23 NEW
0,268 AC \ BOUNDARY \ \ \
;:. A - _ � LINE
El
.. ----- -- REVISED
i IIr I _
PARCEL SETBACKIDE �.
v -�- 62-02-22
o
t C I i
V.W. WATER ESMT
(DB 4308 PG 249)
t
SEA: 4' REAR
PORCHES/EAVES/
STAIRS/ETC
ENCROACHMENT
SETBACK
MF/SFA:10' REAR
SETBACK
q 0.177 AC
NEW 5' \
o SIDEWALK \
� o w
V.W. WATER ESMT
(DB 4308 PG 249)
9� C/S
GAS
01Tq
T ESMT
"�—(DBH4308 PG 239)
PED O , e\
c
Scale: 1 "=20
41,— 3,000 PSI
CONCRETE
4"— VDOT #21A
O�O�O�O�O� BASESTONE
COMPACTED SUBGRADE
iiiijuillilluillilluiillilmillillulI MIN. CBR=6.0
TO BE FIELD VERIFIED
)TYPICAL SIDEWALK SECTION
Cj NOT TO SCALE
SHIMP
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LAND PLANNING - PROJECT MANAGEMENT
\ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERINGCOM
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�0 214 �Zti 4 0. I
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
BLOCK 2
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
FILE NO.
21.064
SITE PLAN
C3
NOTE: ONLY INDEX
CONTOUR SHOWN ON THIS
SHEET
NOTE: THE VAULT IS EXISTING, THIS DETAIL IS
FOR REFERENCE ONLY
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BYPASS
NOTES:
1. PROVIDE A B" 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 B".
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-Is
ACSA: TYPICAL 1 1 /2" \
1 WATER METER I%
\ C 4 NOT TO SCALE
v 7U TTN SYfIMP
0.45183
V"'L Ci
MAJOR SITE PLAN AMENDMENT FOR
BELVEDERE
BLOCK 2
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
FILE NO.
21.064
GRADING & UTILITY PLAN
OVERVIEW
C4
FF / 95 �/ 3
1 �3 i7 / 95
rn r / I 94; \ \
—4 2 FFE=493.83 \
0 I / I FFE-495.17
FFE=495.84
R° \\ / 483
FF SHIMP o I I \\ E=496. ` C
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2 ]9 / +
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\S RD �— a� l: 0 5^ �� ` 95 $595 \ ` \ CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
/ / / \ �I \ S RD + 5 / 5, / + 95
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♦ �I I Ip / J /� p Q / MAJOR SITE PLAN AMENDMENT FOR
1 / ( BW.4 O8 PGER E249) . .....�... �......s - °� BELVEDERE
/ ............. .......... P
I I00
r I J ss / A A / BLOCK 2
i�,
ALBEMARLE COUNTY, VIRGINIA
I I \ ® ♦ p �SUBMISSION:
2022.02.08
REVISION:
�I I /
V.W.. ATER.ESMT
(DB 4308 PG 249) �
FILE NO.
21.064
/ / \ S / GRADING & UTILITY PLAN
I\ \ \ \ \ 10 0 10 20 30
C4
Scale: 1 "=10'
L
FINISHED GRADE
r— EXISTING GRADE
/ MF ^NI 21' 5-6 3X ROOTBALL DIAMETER DIM.
UNIT 22X3a' UNIT'_$ 1 TREE PLANTING DETAIL
o MF UNIT 22'x38' UNIT 9\\
_/ ... W.S, MF UNIT c20'X38' 495 -- \ --- ` G6 Not To Scale
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 cl� G��9T O
Existing Landscaping
Abb
Botanical Name
Common Name
Min Size
(CAL.
10—YrEC)uant
Canopy
pY
tul
CanOPY
CANOPY TREES
Acer Sccharum
Legacy Sugar
2 1/2
21-1
12
FP
Fraxinus Pennsylvanica
Green Ash
2 1/2,
5
3,360
PA
Plateaus Acerifalic
London Planetree
2 1/2"
_
10
4,220
Op
Ouercus Phellos
Wilow Cale
2 1/2"
1'
1
4609
vVCitJ _iA1 r C
CV
Chionanthus Virgincua
Fringetree
CC
Cercis Candensis
Redbud
6'-7
124
6
744
AG
Amelancheir Grandifora
'Autumn Brilliance'
Autumn Brillace
Servlceberry
7
1 �0
5
670
MV
Magnolia virgmano
Sweetbay Magnolia
„-
14
1,582
PY
Prunus. uedoensss
Yoshino Cherry
6'-7'
99
7
693
EVERGREENS
MG
Magnolia Grandifora
'Little Gem'
Little Gem
Magnolia
r''-8'
82
8
656
SHRUBS
CA
Clethro Ainifoloo
Summersweet
Clethra
18" hl,
16
230
3,680
CS
Corpus Senses
Red Twig Dogwood
18" ht
72
28
? 016
IV
Itea Virginlca 'Henry's
Garriet'
Henry's Garnet
Sweetspire
18" 1 t
64
114
7 296
MC
Myrica Cenficn
Waxmyrtle
18"-30" ht
44
Total 17,406
Landscaping Replacement Canopy Calculations
Abb
Botanical Name
Common Name
Min Size
(CAL.
HQ
10—Yr
Canopy
Total
Quantity
Canopy
CANOPY TREES
-
642
FP
Fraxinus Penns Ivanica
Y
Green Ash
2 1 2"
/
672
4
2 688
.
PA
Plateaus Acerifolia
London Planetree
2 1/2"
422
11
4,642
QP
Quercus Phellos
Wilow Oak
2 1/2"
419
11
4,609
-
125
�0
_.
124
-
AG
130
MV
113
82
PY-7'
99
3
EVERGREENS
82
t
16
CS
72
IV
Iteu ys
Garriet'
1 ory rnat
Sweetspire
18" ht
64
114
�t6
IE
Myrica Cerif cc
Waxmyrtle
18"-30" ht
44
9F
L
tal 17,156
LL
PULL POTTING MIX AND ROOT MAT
APART TO DIRECT THE OUTER ROOTS ---� INTO THE ADJACENT SOIL. DO NOT
LEAVE CIRCLING ROOTS
NATIVE BACKFILL SOIL AMENDED
WITH 15% DECOMPOSED
ORGANIC COMPOST
SOIL SURFACE ROUGHENED
TO BIND NEW SOIL
PREPARE SUBSOIL TO
WITH MOUND TO
PREVENT SETTLING
SET TOP OF ROOT CROWN 2"
ABOVE FINISHED GRADE
3" DOUBLE -SHREDDED
HARDWOOD MULCH.
WATERING BERM
SHAPE SOIL SURFACE TO PROVIDE
3' DIA. WATERING RING
FINISHED GRADE
TREE PIT DEPTH EQUALS ROOTBALL
DEPTH. MEASURE BEFORE DIGGING
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
v 7U ' N SYfIMP
a. asis3
�O ���
`rslONAL
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. J \
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. o! MAJOR SITE PLAN AMENDMENT FOR
(:1)N HRS B PLANTING — SECTION �J
- BELVEDERE
CIL BLOCK 2
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.
v+.
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
EXISTING. SOIL
v.'
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2022.02.08
REVISION:
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
0
C6