HomeMy WebLinkAboutSDP201600057 Plan - Approved Minor Amendment 2017-01-1901�Ll 14lkfaELI Lois
DEVELOPER:
STONEHAUS DEVELOPMENT, LLC
TOTAL AREA AC
2421 IVY ROAD
Belvedere Blvd Dedication
CHARLOTTESVILLE, VA 22903
31.318
434.974.7588
OWNER:
TMP 61-1S8A
34.225
D.B. 3846, PG, 518 (RECORDED FEB. 2, 2010).
The Reserve at Belvedere final site plan
BELVEDERE STATION LAND TRUST
16.144
2421 IVY ROAD
Belvedere Town Center (SUBJECT PLAN)
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
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200 GARRETT STREET, SUITE K
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CHARLOTTESVILLE, VA 22902
TOTAL AREA
OPEN SPACE
CONTACT: MR. SCOTT COLLINS, PE
85.133
434.293.3719
TAX PARCEL #:
06100-00-00-158AO
T1 tTAI t!C'Rr-Gr'F-
4 4AA ar_
ZONING: NMD PER ZMA# 07-04 W1 BELVEDERE COD THAT WAS LAST REVISED ON JULY 22, 2014)
A7
PROPOSED USE: MIXED USE- COMMERCIAL AND RESIDENTIAL
19 TOWNHOUSES
8 APARTMENTS
25,000 SF (MAXIMUM) NON-RESIDENTIAL COMMERCIAL, OFFICE SPACE. COMMERCIAL BUILDINGS FOOTPRINTS, Sl, -,'ES, AND HEIGHTS MAY CHANGE,
BUT THE TOTAL SF OF ALL THE COMMERCIAL, NON-RESIDENTIAL SPACE SHALL NOT EXCEED 25,000 SF.
NOTE: NON-RESIDENTIAL USES MUST COMPLY WITH USES PERMITTED IN THE CODE OF DEVELOPMENT.
DEVELOPMENT DENSITY:
27 DU / 3.446 AC. = 7.84 DUA
PHASING: THE PROJECT WILL BE PHASED AS INDICATED ON THE APPLICATION PLAN. THERE WILL BE A MINIMUM OF (3) PHASES. PHASE I WILL INCLUDE
THE TOWNHOUSE UNITS ALONG THE PRIVATE ROADWAY. PHASE II WILL INCLUDE THE TOWNHOUSE UNITS LOCATFD ALONG BELVEDERE CIRCLE.
PHASE III WILL INCLUDE THE COMMERCIAL DEVELOPMENT, AND PARKING AREA FOR THE DEVELOPMENT.
PRE -APPLICATION MEETING DATE; JANUARY 3rd, 2011.
PROPOSED MAXIMUM ONSITE LOT COVERAGE (IMPERVIOUS COVER):
ROADS/ALLEYS & PARKING= 41,956 sf (0.96ac)
SIDEWALKS= 14,818 sf (0.34 ac)
TOWNHOMES= 10,126 sf (0.23ac.)
BUILDINGS= 16,488 sf 0.38 ac
TOTAL = 83,388 sf (1.91ac)
EXISTING BELVEDERE BOULEVARD & PATH DRAINING TO RETEN77ON BASIN= 75,3555f (1.73 ac)
FUTURE/APPROVED APARTMENT COMPLEX DRAINING TO RETENTION BASIN= 375,9115f (8,63aC) 6
PARKING REQUIRED;
TOWNHOUSE UNITS w/ PARKING IN DRIVEWAYS & GARAGES:
(2.25 SPACES / UNIT) x 19 UNITS= 43 SPACES
NOTE: 2 SPACES PROVIDED ON EACH LOT
NET REQUIRED TOWNHOUSE PARKING: 43 SPACES - (2 SP/LOT) x 19 LOTS = 5 SPACES
APARTMENTS (NO GARAGES)
(2 SPACES/ UNIT) x 8 UNITS = 16 SPACES
NON-RESIDENTIAL:
�- OFFICE AREA - 9,500SF (80%) x 1 SP/200 SF = 38 SPACES
9` RETAIL. - 5,000 SF (80%) x 1 SP/100 SF + 6,500(80°74) x 1 SP/200 = 66 SPACES
RES+"AURANT/OUTDOOR SEATING AREA - 1,650 SF x 13 SP/1000 SF = 22 SPACES
TOTAL SPACES REQUIRED IN SHARED LOT = 5 + 16 + 38 + 66 + 22 = 147 SPACES
ORIGINALLY APPROVED TOTAL REQUIRED SPACES =147. THIS NUMBER ALSO ACCOUNTED FOR THE ELIMINATION OF 6 OIC` -STREET PARKING SPACES ON THE
ADJACENT DEVELOPMENT THAT ARE NO LONGER BEING REMOVED.
PARKING PROVIDED:
Y
PROVIDED b°�:I SPACES F E REQUIRED 7
WITH THE APPROVAL OF THE SHARED PARKING AGREEMENT, THE APPROVED SET OF PLANS 0 DED 96 PA NGS C S OR TH R QU R 14
SPACES. AMENDMENT #1 GAINED 6 PARKING SPACES BY NO LONGER CONNECTING THE ALLEY TO RUSKIN CIP7 E. THE NET TOTAL RESULTS IN A GAIN
OF 6 PARKING SPACES IN THE SHARED PARKING ANALYSIS. THUS NO MODIFICATIONS ARE NECESSARY TO iviC`E T MINIMUM PARKING REQUIREMENTS.
THE OVERALL p'ARKING REQUIREMENTS HAVE NOT CHANGED WITH THIS SITE PLAN AMENDMENT #2. THE BUILDING AREAS IN THE PARKING
CALCULATIONS HAVE BEEN UPDATED TO REFLECT THE PROPOSED SQ.FT. OF THE EXISTING AND PROPOSED EUILDINGS.
NOTE: A SEPARATE SHARED PARKING REQUEST WAS PREVIOUSLY SUBMITTED AND APPROVED THAT IS MORE RESTRICTIVE AND THE RESERVE AT BELVEDERE
FINAL BUILD -OUT PROVIDES 4 ADDITIONAL PARKING SPACES ALONG RUSKIN DRIVE DUE TO THE REMOVAL OF BUMP -OUTS. THESE 4 ADDITIONAL
PARKING SPACES & THE 6 SPACES GAINED ARE ADDITIONAL SPACES FOR PARKING FOR BOTH THE: RESERVE AT BELVEDERE & THE BELVEDERE TOWN
CENTER.
TOPOGRAPHY/SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM THE REZONING OF THE PROPERTY. BOUNDARY LINE
ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY
2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2011.
BENCHMARK: EXISTING MANHOLE ALONG BELVEDERE BOULEVARD IS 4703 (SHOWN ON SHEETS 1 & 2).
DATUM: ELEVATIONS BASED ON NAD'83.
FLOODPLAIN INFORMATION:
THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RAE MAP, MAP NUMBER 51003CO279D,
EFFECTIVE DATE FEBRUARY 4, 2005.
STREAM BUFFERS: THERE ARE NONE ON THIS SITE.
WATERSHED: UPPER RIVANNA RIVER WATERSHED
EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON 50%+ OF THE SITE.
ACCESS: THIS DEVELOPMENT WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVATE ROADS AND PRIVkTE ALLEYWAYS. CURB AND GUTTER AND
STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT.
PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR TOWNHOMES WITHIN BLOCK 2 ARE AS FOLLOWS:
FRONT BUILD -TO FROM STREET: 8-16'
SIDE SETBACK: 0'
REAR SETBACK: 10'
PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR COMMERCIAL, MULTIFAMILY OR CIVIC USE WITHIN BLOCK 2 ARE AS FOLLOWS:
FRONT BUILD -TO FROM STREET: 5'
SIDE SETBACK: 5'
REAR SETBACK: 10'
NOTE.- FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R. 0. W., THE BUILD -TO LINES SHALL APPLY Oft Y TO ThE PRIMARY ELEVATION, 10
TRASH COLLECTION: EXISTING DUMPSTER ON THE SITE SHALL BE USED FOR ALL COMMERCIAL OFFICE/RETAIL AND RESTAURANT SPACES AND SHALL INCLUDE
TRASH SERVICE FOR THE 8 APARTMENT UNITS. EACH TOWNHOUSE UNIT SHALL HAVE THEIR OWN TRASH RECEPTACLE, DUMPSTER SHALL BE SERVICED
APPROPRIATELY FOR RESTAURANT USAGE.
MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT 8 SHALL NOT EXCEED 50 VERTICAL FEET.
THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 70 EMPLOYEES,
RETAINING WALLS: RETAINING WALLS ARE SHOWN AND LABELED ON THE GRADING PLAN. ALL RETAINING WALLS HIGHER THAN 4' SHALL HAVE A GUARD OR
HANDRAIL. RETAINING WALLS SHALL BE CONSTRUCTED OF SEGMENTED BLOCK.
SITE AREAS:
RECREATIONAL AREA: 0.18± ac. (5.2%)
*OPEN SPACE: 0.35± ac. (10.2%)
* OPEN SPACE INCLUDES THE AMPHITHEATER & PAVILLON AREA, BUT CONSERVATIVELY DOES NOT INCLUDE THE PARKING LOT ISiJANDS
BELVEDERE CUMULATIVE OPEN SPACE
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.
NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD
INVESTIGATION,
BELVEDERE BLOCK ?,B
)4INOR PLAN 1
RIO MAGISTERIAL DISTRICT.
ALBEMARLE i VIRGINIA
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SHEET LAYOUT
SCALE: I'I = 60'
CURRENT DEVELOPER PROJECT ENGINEER
BELVEDERE STATION LAND TRUST COLLINS ENGINEERING
2421 IVY ROAD 200 GARRETT ST., SUITE K
CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VIRGINIA, 22902
PHONE: (434) 974-7588 PHONE: (434) 293-3719
PLAN/ PLAT NAME
DB/PG PLAN/ PLAT DATE
TOTAL AREA AC
OPEN SPACE AREA (AC)
Belvedere Blvd Dedication
3545/234 12/15/2006
31.318
2.669
Belvedere Phase 1 blocks 3, 4a, 5a, 6b & 9a)
11/20/2007
34.225
16.675
The Reserve at Belvedere final site plan
9/30/2010
16.144
6.69
Belvedere Town Center (SUBJECT PLAN)
5/16/2011
3.446
033
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TOTAL AREA
OPEN SPACE
CURB
85.133
26.364
31.0%
MINOR SITE PLAN AMENDMENT (PROPOSED CHAN.SES:
1 1 1 LETTER OF REVISION #1 - APPROVED 9/14/201, - SHIFT R/W TO BACK OF S/W, ADJUST BUILD -TO LINE -AND OPEN
SPACE ACCORDINGLY
ALETTER OF REVISION #2 - APPROVED 12/5/2012 - REVISE CURB RADIUS TO 25' AT THE TWO ENTRANCES TO THE
PARKING AREA IN ORDER TO PROVIDE IMPRO v'ED ACCESS FOR THE FIRE DEPARTMENT'S APPARATUS
ALETTER OF REVISION #2 - ADD A NEW STORM STRUCTURE BETWEEN APPROVED STORM STRUCTURES
112 AND 118
ALETTER OF REVISION #3 - APPROVED 3/8/2013- BUILDING FOOTPRINT AND OTHER CHANGES. SEE APPROVED LOR
DOCUMENT FOR THE CHANGES AND DETAILS. THIS MINOR AMENDMENT DOES NOT SHOW THEM COMPLETELY OR
ACCURATELY.
AUPDATED BUILDING FOOTPRINTS FOR THE PROPOSED BUILDINGS AND EXISTING BUILDING (PER THE APPROVED LOR).
THE BUILDING PROPOSED FOR A RESTAURANT'OFFICE USE HAS DECREASED IN SIZE FROM 3,500 SF TO 2,000 SF.
THE SIZES OF THE OTHER PROPOSED COMMEFCIAL BUILDINGS HAVE BEEN MODIFIED AS SHOWN ON SHEET S-1.
f G UPDATED THE PARKING CALCULATIONS FOR THE CHANGES TO THE BUILDING SQ.FT. NO CHANGE TO THE
OVERALL PARKING SPACES REQUIRED. THE OtiERALL DIFFERENCE IN SPACES REQUIRED FOR THE CHANGE IN USES
AND BUILDING SQ. FT. IS ZERO.
UPDATED THE ZONING INFORMATION TO INCtJDE ALL VARIATIONS THROUGH VARIATION #52
DATED JULY 22, 2014
ATOT LOT PLAYGROUND EQUIPMENT REVISED VITH LOR #1 DATED AUGUST 8, 2014 FOR SDP2012-026. SEE THE
APPROVED LOR DOCUMENT FOR THE CHANGE; AND DETAILS. THIS MINOR AMENDMENT DOES NOT SHOW THEM
COMPLETELY OR ACCURATELY.
ALOCATION OF BUILDING UTILITY CONNECTIONS
,1V 1 UPDATED TRASH COLLECTION NOTES AND REQUIREMENTS
11 EXISTING SEGMENTED RETAINING WALL INSTALLED WITH THE ORIGINAL SITE CONSTRUCTION FOR BELVEDERE TOWN
CENTER. THIS SITE PLAN AMENDMENT SHALL SHOW THE LOCATION AND HEIGHT OF THE WALL. PROPOSED
GUARDRAIL OR HANDRAIL TO BE INSTALLED ON THE PORTIONS OF THE EXISTING RETAINING WALL GREATER THAN
4' IN HEIGHT.
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a Sheet Title
COVER SHEET
SITE PLAN
UTILITY PLAN
LANDSCAPING PLAN
4 TOTAL NUMBER OF SHEETS
Submittal Type
Reviewed and Approved by the
Cornrnu i r Dms_lopment Department
File#_sqy_qAi
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EC -2 DITCH240.55 PROPOSED SPOT ELEVATION
„--"- TBC DENOTES TOP/BACK OF CURB
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APP:ZOVALS
LEGEND
DEPARTMENT OF OMNIUNITY DEVELOPMENT
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DEPARTMENT OF FIRE fly C
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APP:ZOVALS
DATE
DEPARTMENT OF OMNIUNITY DEVELOPMENT
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ALBEMARLE COUNTY S'1RVICE A THORITY
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COLLINS ENGINEERING IS NOF RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR
DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
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INSTALL A GUARDRAIL OR HANDRAIL
ON THE PORTIONS OF THE EXISTING
RETAINING WALL THAT IS GREATER
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5' SETBACK `01
FROM STREET
EXISTING GAS
EASEMENT
?' 5' FRONT BUILT -TO LINE
SETBACK FROM STREET
PHASE 111
NOTES:
i. ALL FACE OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED.
2. Q REPRESENTS 6 PARKING SPACES
3. TOWNHOMES PROVIDE 2 PARKING SPACES
y.. MAXIMUM HEIGHT OF COMMERCIAL BUILDINGS IN THIS BLOCK IS 50'.
5. ALL PLANTING STRIPS SHALL BE A MINIMUM OF 6' WIDE AND SIDEWALKS SHALL
BE A MINIMUM OF 5' WIDE.
6. THE SIGHT DISTANCE EASEMENT SHALL BE SUBJECT TO VDOT APPROVAL.
7. ALL PRIVATE ROAD ENTRIES TO BELVEDERE BOULEVARD AND RUSKIN DRIVE
SHALL BE VDOT STANDARD CG -ii ENTRANCES.
8. DRIVEWAYS FOR LOTS 1 -so SHALL HAVE A VDOT STD. ENTRANCE GUTTER.
9. CONTRACTOR SHALL INSTALL A VDOT STANDARD TURNAROUND AT THE END OF
ALLEY C MEETING CURRENT VDOT STANDARDS,
NOTES:
1. CONTRACTOR SHALL VERIFY ALL TIE—IN ROAD CONNECTIONS FOR
BELVEDERE TOWN CENTER ROADS TO ANY ROAD EXISTING OR UNDER
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE
ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS
AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &
GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB
TH 0�
SCOTT R. COLLINS,,
;tJ No. 35791 111
/�" /,/ AN HUADWAY I IE—INS 1 U LXIS I INCA HUADS, HRIOK I U ANY C;ONC HE I E &__ �
�— taLEL1TICi�I / �/ _ S'SIDESETBACK OR PAVEMENT BEING PLACED. �" U'
LAID TRUST; 0 T �� �, / .
STREET SIG>II N 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE (A � � ? �
ZONED: NI /' �� ) ,
E. �� C I- E.S.I I YP ,. -> ' SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE z(n C13 Uj
,;..
ASPHALT G 2000sf CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. � �
PATHWAY "" : ' FOOTPRINT RESTAURANT= INSIDE SPACE;1,000±SF 3. DECKS FOR SOTS 1-10 SHALL NOT ENCROACH INTO EASEMENTS FOR `� U
='`' �;e
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EXISTING RETAINING WALL
BELVEDERE PLACE
Tangent Data - LI
f Length: 0.631
Course:
N 180 22'23.5073j" E
Circular Curve Data - CI
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Delta: 460 47' 1.2.4677"
Type:
LEFT
-Radius: 105.000
_Length: 85.741
L
45.423
�1Mid-Ord: 8.631
External
:9.404
LU
Course:
N 05° 01' 12.7262" W
Circular Curve Data - C2
Delta: 290 09'49.4377"
Type:
RIGHT
- Radius: 110.000
Length: 55.990
Tangent:
28.616
0
External:
3.661
_
Course:
N 130 49'54.2413" W
1
/�" /,/ AN HUADWAY I IE—INS 1 U LXIS I INCA HUADS, HRIOK I U ANY C;ONC HE I E &__ �
�— taLEL1TICi�I / �/ _ S'SIDESETBACK OR PAVEMENT BEING PLACED. �" U'
LAID TRUST; 0 T �� �, / .
STREET SIG>II N 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE (A � � ? �
ZONED: NI /' �� ) ,
E. �� C I- E.S.I I YP ,. -> ' SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE z(n C13 Uj
,;..
ASPHALT G 2000sf CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. � �
PATHWAY "" : ' FOOTPRINT RESTAURANT= INSIDE SPACE;1,000±SF 3. DECKS FOR SOTS 1-10 SHALL NOT ENCROACH INTO EASEMENTS FOR `� U
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EXISTING RETAINING WALL
BELVEDERE PLACE
Tangent Data - LI
f Length: 0.631
Course:
N 180 22'23.5073j" E
Circular Curve Data - CI
u0
r.
Delta: 460 47' 1.2.4677"
Type:
LEFT
-Radius: 105.000
_Length: 85.741
Tangent:
45.423
�1Mid-Ord: 8.631
External
:9.404
Chord: 83.379
Course:
N 05° 01' 12.7262" W
Circular Curve Data - C2
Delta: 290 09'49.4377"
Type:
RIGHT
- Radius: 110.000
Length: 55.990
Tangent:
28.616
Mid -Ord: 3.543
External:
3.661
Chord: 55.388
Course:
N 130 49'54.2413" W
Tangent Data - L2
Length: 180.571
Course:
N 000 45'00.4781" E
Circular Curve Data - C3
Delta: 010 1749.7565"
Type:
RIGHT
Radius: 1000.000
Length: 22.640
Tangent:
11.320
Mad -Ord: 0.064-
External:
0.064
Chord: 22.639
Course:
N 010 23'55.3563" E
Tangenta - L3
Length: 154.427
Course:
N 020 02'50,2346" E
BELVEDERE WA's'
Tangent Data - L4
Length: 150.000
Course:
S 890 14' 59.5221" E
ALLEN' O
Tangent Data- L5
Length: 54.895 Course: S 64°
35'53.0305" W
Circular Curve Data -C4
Parameter Value Parameter
Value
Delta: 430 45'39.4114"
Type: RIGHT
Radius: 49.000
Length: 37.425
Tangent: 19.679
Mid -Ord: 3.530
External: 3.804
Chord: 36.522
Course:S 86° 28'42.7362" W
Tangent Data -L6
Length: 232.680 Course: N 710
38'26.7395" W
ALLEY D
Tangent Data - L7
Length: 250.000
Course:
S 000 45'00.4781 W
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/ /�/' / '- / ,� DUCTILE r ~ / / ' / | ' ` U �
11K_ / ___ I I
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, I , , I / _T1' i C 1 1 � i y
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/ // // / // / / / // / / //
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/// / '
Abb
Scientific Name
Common Name
Caliper
Size
Comments
1 0 -YR
CANOPY:
Total
Quantity
Canopy
CANOPY TREES
AS Acer saccharum'Legacy'
Legacy Sugar Maple
2 1/2 "
214
3
642
FP Fraxinus pennsylvanica
Green Ash
2 112 "
672
5
3,360
PA Platanus acerifolia
London Planetree
2 1/2 "
422
0
4,220
Q P Quercus phellos
Willow0ak
2 1/2 "
419
11
4,609
UNDERS TORY TREES
CV Chionanthus virginicus
'o "I I 'cus
Fringetree
6'- 7'
125
2
250
CC Cercis canadensis
is c
Redbud
6T - 7'
124
6
744
AG Amelanchier Grandiflora'Autumn Brflliance�'
Autumn Brilliace Serviceberry
I
6'- 7'
130
5
650
I I
MV Magnolia virginiana
Sweetbay Magnolia
Swee y M
6' - 7'
113
14
1,582
PY I Prunus yedoensis ::::��Yoshino
Cherry
16'- 7' t
99
1 7
1 693
EVERGREENS
__T_
MG Imagnoliagrandiflora'Little Gem'
Little Gem Magnolia
16'- 8'_
82
[:::18T�
656
SHRUBS
-
CA Clethra alnifolia
Clot
Summersweet Clothra
118" lit.
%
230
3,680
S CornLIS sericea
C S Con
Red Twiq Dogwood
____T1
118 " i -It,
72
28
2,016
I IV
V Itea 'H����
t
Henry's Garnet Sweetspire
8�- ht.
4
114
7,296
MC M n
MC M ricacerifica
IWaxmvrt1P
4
9
396
TOTAL:
17,406
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 SPECIFICATION'S JOINTLY ADOPTED BY THE VIRGINIA
NURSERYMEN'S ASSOCIATION, THEX,RGINIA SOCIETY OF LANDSCAPE�16ESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF
LANDSCAPE ARCHITECTS, OR THE/ OAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION.
N
I
TOTAL PARKING LOT TREES REQUIRE
PARKING SPACES: 82
TREES REQ'D (1/10) 8
TREES PROVIDED: 10
INTERIOR LANDSIDAPING:
ffxWrr) OADVI 0. r'IDIIHI A -1 -Ink]
F
F
F---- -------
Z,
4
4
REFER TO TREE
STAKING DETAIL
TRENCH EDGE AROUND
ENTIRE AREA TO BE
MULCHED
REFER TO ROOTBALL PIT
DETAIL
E GUYING DETAIL CONSISTS
2 GUYS,$ET 120' AROUND
4T PIT ON "UPHILL' SIDE
ER TO TREE
KING DETAIL
IPACT EXCAVATED SOIL
FORM ROOTBALL PIT
DOWNHILL SIDE OF TREE
NCHEDGEAROUND
REAREATO BE
CHED
ER TO ROOTBALL PIT
ut: i AIL
-o;
REQ'D"�5%): AC _,,�,fT,-25-3 SF
it
OTBALL
CANOPY ROOTBALL
_G�Y HRUVIDED: 0. 1 3__ 5,879 SF I 1� I . "...
*�.. �ROOTBALL
�ANDSCAPING MAY BE
t NOTE ADDItIONAL
It ii it J N�l
iA
-T
ADDED WITHIN -HE COURTYARD AREA
3
IV- I
ABOVE THE REQUIRED LANDSCAPING SHO*
t A ON THIS PLAN TO MEET ALBEMARLE
-S.
COUNTY REQUIREMEN7 NOTE&
NOTES:
1. SET TREE PLUMB PRIOR TO STAKING
1. SET TREE PLUMB PRIOR TO STAKING.
ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND
IN
j 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT
E PLANTING
% PLANTING ON SLOPE
-7, 111_i2� SECTION N.T.S,
SECTION NJ.S.
k
'A'
�j
> NOTES:
t SET TREE PLUMB PRIOR TO STAKING.
tZ ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD
LANDSCAPEI BACKFILL TO TERMINATE
IIND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER
AT TOP OUTSIDE LIMITS OF
THE SUPERVISION OF THE LANDSCAPE ARCHITECT. FOOTBALL REFER TO TREE
OURTYARG
��AR6 STAKING DETAIL
3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING.
9 QP
tADDMULCH OVERTOPOF
ROOTBALL AND PLANTING PIT
4� IMMEDIATELY SOAK PLANT WITH WATER.
LIMITS, BEGINNING AT NO MORE
5. SEE IRRIGATION PLANS / 0 ETA ILS/SPECIPICAT IONS AS THEY THAN 1" DEPTH AT TRUNK AND
TAPERING UP TO A DEPTH OF
RELATE TO THIS INSTALLATION.
3' AT PLANTING PIT LIMITS,
-- ----------
THEN TAPER TO PROPOSED
5 FINISHED GRADE
TYP
VAR
..... . IS
SPECIMEN SHRUB
DRAWINGS) TRENCH EDGE AROUND
H00 I BALL
ENTIRE AREA TO BE
(AS SPECIFIED ON
< MULCHED
v tI %CKFILL WITH CULTIVATED,
1 P, OUT AWAY ALL WIRE PLANT
. ..... .. BASKETS `I1GIt1AL SOIL FROM,
AND/OR NON -BIODEGRADABLE -13 IV 4 MV PIT EXCAVATION IF LOOSE. IF
y .. . ..... . 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT
7
FINAL TREE PLACEMENT.
LOOSE, SUBSTITUTE WITH
MIN,
.......... BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL
MATERIAL AMEND BACKFILL
TO BE UNTIED FROM TRU
AND CUT AWAY TO A POINT
PER SPECIFICATIONS, COMPACT
AT LEAST 1/2 DISTANCE DOWN
.. .... .....
ROOTBALL.
ACKFILL IN LIFTS BY FOOT.
h
IATER THROUGHLY AT 1/2
EPTH.
CC
-4
SCARIFY BASE OF PLANT PIT
WHEN EXCAVATING PIT BREAK
RETURN AND COMPACT LOOSE
OSEN ALL
THROUGH AND LO
EXCAVATED MATERIAL TO
HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED
NECESSARY TO FACILITATE
PROPER DEPTH PRIOR TO
7
Z DRAINAGE)
PLANT PLACEMENT
NOTES:
6
F 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT
1 REFER TO ROOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS -RAISE CONCERNS IN
DETAIL
TERMS OF PLANT SURVIVABILITY OR WARRANTY.
t I AG',,
2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY,
OR INCURRED DURING, PLANTING PROCESS.
7
ROOTBA
S 4
r3 L�w�
HRUB PLANTING ILL PIT
SECTION N.T.S. SEOTION N.T.S.
..........
-7 PY
t..... Lpdscap/e Notes
'AS,
it13 CONTRACMIR TO USE EXTREME CARE AND CAU11ON AS NOT TO DAMAGE ANY TREES SCHEDULED
-n
0 TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUC ON
-NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
... ...... PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS
tTREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROV15D BY LA AND/
\6 w
12
-nMTIES SHAH TAKE PLACE ON—SITE.
�AG
-1 FP- ......... OR TREE ARBORIST BEFORE ANY CONSTRUCTION AC
CA
16
CONTRACTOR TO MONITOR TREES FOR STRESS AIND/OR DAMAGE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
> CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND R TREE ARBORIST 48—HOURS IN ADVANCE
9 T1ION ACT1IMTIY NEEDED /0
CC
OF ANY CONSTRUIC WTHIN ANY TREE PROTECTION MEASURE. ALL TREE
COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPUNE OF EXISTING TREES UNLESS APPROVED B
t S SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
Y
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK.
ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE
tOR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS
I CC/
\1 Mv
WTHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH
2— A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH
LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK "THIN
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES.
68 T L
AL PLANTS HAVING A QUAN11TY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM
THE SAME SOURCE (PER SPECIES).
RCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY
j2
T11TUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLO NG
SUBS
7 CS VED BY THE LANDSCAPE ARCHITECT ,INSTALLATION. ALL PLANT SUBSTITU11ONS SHALL BE APPRO
PRIOR TO PLACEMENT OF ORDERS.
32:1C
LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY
TIIAL PLACEMENT PRIOR TO PLANTING. CON ACTOR TO NO FY NDSCAPE
AS WELL AS AFTER INI TR TI LA
ARCHITECT 48—HOURS PRIOR TO DELIVERY.
t- - - -- ---------
3
j 11 REVISED, IF NECESSARY, AFTER FINISHED GRADING.
tJPLANT LOCA ONS
+
-7 6� PA
MULCH IN PLANTERS AND PLANTING BEDS TO BE C1 FAN AND FREE FROM PEST AND DISEASES.
7:.
—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE
L
....... TIING BEDS. MULCH TO BE DOUB
MULCH SHALL BE APPUED TO A 2
>
ALL TREES NOT LOCATED IN PLAN LE
SHREDDEDHARDWOOD.
>
7�CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
4
L
ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHAH BE MAINTAINED BYTHE HOMEOWNERS
-ASSOCIATION.
- ------- --- — --- tL
Ir
tT_TTC C tALE
GRAP
IG-- 15 30 60
No
---- -------- Ij
IN FEE�j
t1 inch___=__.3,
t- -- - ------- -----
AAWF-- q,
ISCOTT R. COLLINS2,'
C) No. 35791
JOB NO.
112049
SCALE
1 11=30'
LL -1