HomeMy WebLinkAboutSDP200500098 Plan - Approved 2006-03-23GENERAL CONSTRUCTION NOTES
1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(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 PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL METHODS 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 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 4:1 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 (RCP) -
CLASS III.
8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
WATER AND SEWER CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE
AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON
JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE
TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9. PROVIDE BACKFLOW PREVENTER ON DOMESTIC WATER SERVICE LINE IN BUILDING.
ABINGTON PLACE
OFFICES & CONDOMINIUMS
TRIBAL PROPERTIES LLC
HOLLYMEAD TOWN CENTER - AREA D
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
�O
mos
�� o AIRPORT RD
J Qo � oo T
41
IT ROFITT RD
HOLLYMEAD
TOWN
CENTER
FOREST LAKES
VICINITY MAP
NO SCALE
AREA D, BLOCK VII
AREA C
O �_ T I MBERWO)OD
SVD
� AREA C
CONTEXT MAP
NO SCALE
PLANNER (CURRENT DEVELOPMENT)
ENGINEER (CURRENT DEVELOPMENT)
VDOT
ALBEMARLE COUNTY SERVICE AUTHORITY
BUILDING OFFICIAL
FIRE AND RESCUE DIVISION
PROPOSED NMD - NEIGHBORHOOD MODEL DEVELOPMENT
DEVELOPMENT: OFFICES & RESIDENTIAL CONDOMINIUMS
DRAWING
INDEX
1
C-1.0
TITLE SHEET
2
C-1.1
EXISTING SITE PLAN
3
C-1 .1 C
EXISTING SITE PLAN - CURRENT CONDITIONS
4
C-1.2
PRELIMINARY SITE PLAN
5
C-1.3
UTILITIES PLAN
6
C-1 .4
SITE PLAN & DETAILS
7
L-1.0
LANDSCAPE PLAN
PLANNER (CURRENT DEVELOPMENT)
ENGINEER (CURRENT DEVELOPMENT)
VDOT
ALBEMARLE COUNTY SERVICE AUTHORITY
BUILDING OFFICIAL
FIRE AND RESCUE DIVISION
PROPOSED NMD - NEIGHBORHOOD MODEL DEVELOPMENT
DEVELOPMENT: OFFICES & RESIDENTIAL CONDOMINIUMS
BUILDING 40' AND 3 STORIES AT STREET SIDE ELEVATION
HEIGHT:
PARKING: TOTAL SPACES INQUIRED: 149
OFFICES: 1/200 NET= 23,073 SF x 80% / 200 = 93 SPACES
RESIDENTIAL: 1 SPACE PER STUDIO APT. - 56 UNITS x 1 = 56 SPACES
TOTAL SPACES PROVIDED:
ON-SITE: 91 SPACES (4 HC SPACES PROVIDED)
ON -STREET PARKING: 36 SPACES ON GATHERING PLACE
ADJACENT AREA PARKING: 19 SPACES ON ABINGTON PLACE TOWNHOUSE DEVELOPMENT
(THERE ARE 25 ADDITIONAL SPACES ON ABINGTON PLACE TOWNHOUSE DEVELOPMENT
WHICH CAN BE USED TOWARD PARKING REQUIREMENTS ELSEWHERE IN AREA D)
LOADING SPACES: 1/8,000 SF PLUS 1/20,000 SF ADDITIONAL = 2 LOADING SPACES
THE SITE IS WITHIN THE AIRPORT IMPACT AREA.
THE SITE IS NOT WITHIN A RESERVOIR WATERSHED.
THE SITE IS WITHIN A DEVELOPMENT AREA.
THE PARCEL DOES NOT LIE WITHIN AN 100 YR. FLOOD PLAIN.
WATER: NEW MAIN AND LATERAL PER SITE PLAN
FIRE
HYDRANT: NEW ON-SITE PER SITE PLAN
SANITARY
SEWERAGE: NEW LATERAL AND MAIN PER SITE PLAN
REFUSE. SCREENED DUMPSTER
PERIMETER FRONT BUILD -TO LINE: 0 FT. - 20 FT. FOR AT LEAST 50% OF BUILDING FRONT
SETBACKS: MINIMUM SIDE YARD = 3 FT. (61% OF BUILDING FRONT IS WITHIN BUILD -TO LINE)
MINIMUM REAR YARD = 3 FT.
EASEMENTS: WATER, STORMWATER, SIGHT DISTANCE, GRADING, SANITARY EASEMENTS
ARE REQUIRED.
LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION.
NO PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT
EMITS 3,000 OR MORE MAXIMUM LUMENS.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH 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 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC
ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF 0) FOOT CANDLE.
CRITICAL ANY CRITICAL SLOPES THAT OCCUR ARE DUE TO ADJACENT ROAD
SLOPE: CONSTRUCTION AND DO NOT OCCUR NATURALLY.
STORM WATER: STORM WATER DETENTION & WATER QUALITY TREATMENT IS HANDLED
BY THE EXISTING REGIONAL STORMWATER DETENTION BASIN LOCATED
ON THE ADJACENT PARCEL,
RECREATION SOME RECREATIONAL AREA TO BE PROVIDED ON SITE (RESIDENTIAL
AREA: BALCONIES, PLAZA AREAS). A COOPERATIVE AGREEMENT WILL BE
ENTERED INTO WITH THE ADJACENT PROPERTY OWNERS WHICH WILL
PROVIDE ACCESS TO THE POCKET PARK AND GREENWAY RECREATIONAL
AMENITIES.
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
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PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 1 OF 7
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CODE OF DEVELOPMENT, ABINGTON PLACE AT HOLLYMEAD TOWN CENTER
ZMA# 02-02
LOCATION.
AT THE CORNER OF TIMBERWOOD BLVD, DEERWOOD RD
AND RIVANNA WAY IN THE RIO MAGISTERIAL DISTRICT,
ALBEMARLE COUNTY, VIRGINIA
CURRENT
OWNER:
TRIBAL PROPERTIES LLC
S'
300 HICKMAN ROAD, SUITE 303 �f,L�r<M►N,rtcL� iPLAt�
CHARLOTTESVILLE, VA 22911 subm!"al Type
Reviewed and Approved by the
DEVELOPER:
SAME AS OWNER Community Development Department
Date: Z 3 MVCkI ?.z) oto
PREPARED BY:
CLARK GATHRIGHT File#: - S - o ooh 8
DAGGETT & GRIGG ARCHITECTS
100 10TH ST. NE 'gmture -�
CHARLOTTESVILLE, VIRGINIA 22902
SITE DATA:
RESIDUE OF TMP 32-46
ZONING:
NMD
TOPOGRAPHY &
RIVANNA ENGINEERING & SURVEYING
SURVEY:
1350 STONY POINT RD.
CHARLOTTESVILLE, VA 22911
BENCHMARK:
USGS ELEV: 561.97 - NAIL ON SOUTH SIDE OF DEERWOOD DRIVE
EXISTING
THE SITE HAS BEEN EXTENSIVELY GRADED AS PART OF THE
CONDITIONS:
MASS GRADING PLAN FOR THE OVERALL SITE DEVELOPMENT
WORK AT HOLLYMEAD TOWN CENTER. NO NATURALLY
OCCURING TOPOGRAPHY OR STRUCTURES CURRENTLY EXIST ON
SITE.
SQ. FT. ACRES
PROPOSED
BUILDING: 23,398 0.54 25.4% MAXIMUM
LAND USE:
PAVEMENT: 32,171 0.74 35.0% IMP. AREA:
SIDEWALK: 8,325 0.19 9.1% 1.47 AC. (69.8%)
OPEN: 28,048 0.64 30.5%
TOTAL SITE AREA: 91,942 2.11
NOTE: SITE AREAS BASED ON REVISIONS TO BOUNDARY AS SHOWN IN PLANS
PROPOSED
GROUND FLOOR B - OFFICES 23,073 GROSS S.F.
BUILDING:
18,458 NET S.F. (80% NET TO GROSS)
FLOOR 2 & 3 R-2 - RESIDENTIAL 23,073 GROSS S.F. PER FLOOR
27 UNITS/AC. 56 RESIDENTIAL UNITS (70 UNITS ALLOWED)
69,219 S.F. TOTAL BUILDING AREA
OCCUPANCY:
BUSINESS - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 100 GROSS S.F.)
RESIDENTIAL - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 200 GROSS S.F.)
TOTAL OCCUPANCY = 460
BUILDING 40' AND 3 STORIES AT STREET SIDE ELEVATION
HEIGHT:
PARKING: TOTAL SPACES INQUIRED: 149
OFFICES: 1/200 NET= 23,073 SF x 80% / 200 = 93 SPACES
RESIDENTIAL: 1 SPACE PER STUDIO APT. - 56 UNITS x 1 = 56 SPACES
TOTAL SPACES PROVIDED:
ON-SITE: 91 SPACES (4 HC SPACES PROVIDED)
ON -STREET PARKING: 36 SPACES ON GATHERING PLACE
ADJACENT AREA PARKING: 19 SPACES ON ABINGTON PLACE TOWNHOUSE DEVELOPMENT
(THERE ARE 25 ADDITIONAL SPACES ON ABINGTON PLACE TOWNHOUSE DEVELOPMENT
WHICH CAN BE USED TOWARD PARKING REQUIREMENTS ELSEWHERE IN AREA D)
LOADING SPACES: 1/8,000 SF PLUS 1/20,000 SF ADDITIONAL = 2 LOADING SPACES
THE SITE IS WITHIN THE AIRPORT IMPACT AREA.
THE SITE IS NOT WITHIN A RESERVOIR WATERSHED.
THE SITE IS WITHIN A DEVELOPMENT AREA.
THE PARCEL DOES NOT LIE WITHIN AN 100 YR. FLOOD PLAIN.
WATER: NEW MAIN AND LATERAL PER SITE PLAN
FIRE
HYDRANT: NEW ON-SITE PER SITE PLAN
SANITARY
SEWERAGE: NEW LATERAL AND MAIN PER SITE PLAN
REFUSE. SCREENED DUMPSTER
PERIMETER FRONT BUILD -TO LINE: 0 FT. - 20 FT. FOR AT LEAST 50% OF BUILDING FRONT
SETBACKS: MINIMUM SIDE YARD = 3 FT. (61% OF BUILDING FRONT IS WITHIN BUILD -TO LINE)
MINIMUM REAR YARD = 3 FT.
EASEMENTS: WATER, STORMWATER, SIGHT DISTANCE, GRADING, SANITARY EASEMENTS
ARE REQUIRED.
LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION.
NO PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT
EMITS 3,000 OR MORE MAXIMUM LUMENS.
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH 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 RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC
ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF 0) FOOT CANDLE.
CRITICAL ANY CRITICAL SLOPES THAT OCCUR ARE DUE TO ADJACENT ROAD
SLOPE: CONSTRUCTION AND DO NOT OCCUR NATURALLY.
STORM WATER: STORM WATER DETENTION & WATER QUALITY TREATMENT IS HANDLED
BY THE EXISTING REGIONAL STORMWATER DETENTION BASIN LOCATED
ON THE ADJACENT PARCEL,
RECREATION SOME RECREATIONAL AREA TO BE PROVIDED ON SITE (RESIDENTIAL
AREA: BALCONIES, PLAZA AREAS). A COOPERATIVE AGREEMENT WILL BE
ENTERED INTO WITH THE ADJACENT PROPERTY OWNERS WHICH WILL
PROVIDE ACCESS TO THE POCKET PARK AND GREENWAY RECREATIONAL
AMENITIES.
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
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REVISION NO.: DATE:
PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 1 OF 7
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ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 2 OF 7
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
✓2: 12-12-05 - add current topo
REVISION NO.: DATE:
PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 3 OF 7
C—i's 1C
L
SFORMWAFER BASIN
11 1 _ / / \ j 4
548
/c
III
SIGN: EXCEPT WHERE OTHERWISE NOTED,
NO PARKING" THE LIMIT OF CLEARING AND GRADING SHALL
BE CONSIDERED THE PROPERTY LINE. THERE /' / / /� o
LIMIT OF CLEARING ARE NO AREAS WHERE EXISTING VEGETATION
—
AND GRADING IS TO REMAIN UNDISTURBED. \ / / / f
GRADING EASEMENT AS 560
REQUIRED TO RE—ROUTE
_MAINTENANCE ACCESS ROA
VDOT CG -9D �, / \ //
ENTRANCE - '�_ % f / / / /
NEW BO DIARY 5/0
3 FT REA SEB-A-ClK
aq,
V/
A
7 � - 77 --------
564 -7
Zo 10' MAINTENANCE ACCESS ROAD
& ACCESS EASEMENT
566
TW: 5 7
R219
7 '
. ... .. TW: 577.
—568 6-
566 1"REDI—ROCK" FW- 576.5 R212 582 TW: 577.
570 SEGMENTAL RET. WALL TW: 5824 ,� i /
"H.EUI—ROCK—SEGMENTAL MAX. HT. &__FT RW: 575.ap
.. 5 j Q`� , / \ .'I° : / / /
R25' OR SQUARE CORNER) 572 RET. WAI I TW: 57� URB D 05,
F / /
MAX HT 5 FT._ 0 gtjR,8 DI
//
578. 3 .24 25 26 TW: 584
ij%j 1 22 2
R143' 21
19 2 28 \ /
576
C 0 CURB Dl_ 57 18 30
MH 8� / /�%�'� / 'jfC: 578.
CURB DI RM
16 17 *': i
R3 1 i ���` /'
' R175'
�78.5 2 R150' 5 8
1 3 4 14 1 3s
K" SEG ENTAL 13
R5'
RET WALL TC: 579.1 CG 6 Cu 13-1, 6 7 9 10 11 12 G -12A ASPHALT PAVEMENT--`,
DUMPSTER PA[D
IAX. HT. 5.5 FT-, RS —12A-
& SCREE C.G, 2 CUR R163' R5' R3 G
ui
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Rl 0' 44j
5849
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33
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58 1 R30'
R3'
—IR180'
a � 0 :1
co 58R3' TC: 583 z R10' 53 51 54 c O/vc,�, y "T
35 52
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5
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86 O
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METAL HANDR
ASPHALT
PAVEMENT' 85
576
41
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TYP
582.�
RECAST CONCRETE
WHEELSTOP, IIP.
Tc:
67 R 5
BIKE 65 69 70 7 1 7
RACK TC: 58G-2 CURB 73 74 75 76
77 78,� 0/
S4 '79 81
3.9 82 83
CONC/.
RE7E SIDEWALK
584+ --- ==== C=== =_
TC: 583
-9 TC: 83.7
8. TC: 583.9
A P RIC
TC: 583.59 VEN SIT
6 584 0 WAL
+ ��: j
MT.
-1&03:5I / R20' " '
U4B DI
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IFFE: 584
PROPOSED
TW: 586 BUILDING
90 90
00 4,
R82'
5tn .7
—_20 ff NON. BUILD—TO
GH --- I
EMEN
T�ANC
tgo
40 90
7.5' 1 Rum PLAZA
---P—LAZA 594 90 —li-5-89.75
MAX. HT.
SIf_)F
-WALK
STORM MH PLANTER /CO NC ETE STEPS
W/ ILS
98 97 99 100
6
—12A,
95
_44
CURB DI 41
93 BRICK VENE SITE__WALL
BRI K
EVISED BOUNDARY AND
QU
TL. GUARDRAIL AS
VE EER SITE
WA�L W/
STREET
25QLF_--5IGHLZ5IANC AILA9LE ON— RED SIDEWALK
PARKING IN AREA D
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4
ARDRA
A REQUILIRED
.5'
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ING H : 3
A 0
G Ep
H GHER
0
G�ADE
CURB DI
i�ITALICIZED NOTES INDICATE CONDITIONS PROPOSED
S ITE PLAN BY SITE PLAN AND ROAD PLANS BY RIVANNA
ENGINEERING, WHICH ARE ASSUMED TO BE IN
SCALE: I" = 20' PLACE PRIOR TO CONSTRUCTION OF THIS PROJECT.
ISED I ANE STRIPING
mmi 111
DAGGETT
& GRIGG
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
a
REVISION NO.: DATE:
PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 4 OF 7
C-1 02
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u I -3C L— 8' \
E 576 TOP: 580.5 / ts�lV IN. 566.70
S ✓ ✓
INV IN: 568.90 / �, 45' ELBOOV.OUT: 566.60
INV.OUT: 568.80----
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TOP: 578.5 - `
I -3B L- 8 /
TOP: 578.4 45ELBOW
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TOP: 582:0
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TOP: 588, 10
INV IN: 5803-3 \ y\ l�
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UTILITIES PLAN
SCALE: 1" = 20'
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
„
VOICE: 434/971-8848
FAX: 434/296-3040
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REVISION NO.:
i
PROJECT NO.:
0506
DRAWING NUMBER:
SHEET 5 OF 7
C'l
•
DATE:
DATE:
02-08-06
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
REVISION NO.:
PROJECT NO.:
DATE:
DATE:
DRAWING NUMBER:
SHEET 6 OF 7
LANDSCAPING SCHEDULE TOTAL CANOPY: 12,509 S -F. (13.6% OF PHASE II AREA)
V)SYMBOL PLANTING QUANTITY 10 YEAR EXISTING TOTAL TYPE NOTES
SIZE COVERAGE x1.25 COVERAGE
Li
Li
NOTES
ACER RUBRUM
"RED
AR
2.5-3" C
3
397
1.5'-2.5'
1,191
LARGE SHADE
IC
4'-5'
6
SUNSET" RED MAPLE
C
15"-18"
124
—
CH
1'-1.5'
36
—
LM
1 PT.
QUERCUS PHELLOS
QP
2.5-3" C
7
370
—
2,590
LARGE SHADE
WILLOW OAK
CRATAEGUS VIRIDIS
"WINTER
CV
6'-8'
18
184
1,656
SMALL TREE
KING" HAWTHORN
CERCIS CANADENSIS
"FOREST
CC
6 —8
7
124
992
ORNAMENTAL
PANSY" REDBUD
KOELREUTERIA PANICULATAORNAMENTAL/
KP
6'-8
16
380
6,080
GOLDENRAINTREE
STREET TREE
LAGERSTROEMIA INDICA "NATCHEZ"_
"NATCHEZ"
LG
6'-7
I 6
I
—
ORNAMENTAL
CRAPEMYRTLE
ABINGTON DR moo) -
is �S
.0000o5—
RECESSED LIGHTS
IN STAIR WALL---'
,LANDSCAPE PLAN
SCALE: 1" = 20'
w
w
0
o ABELIA GRANDIFLORA
z GLOSSY ABELIA
O PRUNUS LAUROCERASUS
"SCHIPKAENSIS"
V) JUNIPERUS VIRGINIANA
D "HILLSPIRE"
= JUNIPERUS CHINENSIS
SARGENT JUNIPER
COTONEASTER HORIZONTALIS
COTONEASTER
MAJESTIC LIRIOPE
LIRIOPE MUSCARI 'MAJESTIC'
COTONEASTER SALICIFOLIUS "REPANIDENS"
COTONEASTER
SYMBOL
PLANTING
SIZE
QUANTITY
NOTES
AG
1.5'-2.5'
73
PL
1.5'-2.5'
20
—
IC
4'-5'
6
—
C
15"-18"
124
—
CH
1'-1.5'
36
—
LM
1 PT.
1,177
2,649 S.F. ® 18" O.C.
CS
1'-1.5'
36
—
LANDSCAPING REQUIREMENTS
REQUIRED
PROVIDED
1 TREE PER 40' OF
(GATHERING PL. &
568'/1 TREE PER
FRONTAGE
DEERWOOD ONLY)
40' = 14 TREES
14 TREES
PARKING AREA:
5% x 32,171 SF =
1 TREE/10 SPACES
1,609 SF
x 91 SPACE =9 TREES
2,166 SF
10 TREES
CANOPY
10% OF 64,225 SF
= 6,423 SF
7,189 SF
NOTES: 1. ALL GRADED AREAS ARE TO BE PLANTED IN SOD UNLESS OTHERWISE NOTED.
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 SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
HEALTH OF THE SHRUB.
y
lb
STREET TREES PER
/ APPROVED ROAD PLANS
1b 1
''h
c
it
I
r
1
ARCHITECTS PC
100 10TH STREET, NE
CHARLOTTESVILLE, VA
VOICE: 434/971-8848
FAX: 434/296-3040
REVISION NO.: DATE:
PROJECT NO.: DATE:
0506 02-08-06
DRAWING NUMBER:
SHEET 7 OF 7
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