HomeMy WebLinkAboutSDP200900052 Plan - Approved 2009-07-28v,
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GENERAL NOTES:
1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC
HYDRANT IS 3375 GPM +/— AT 20 PSI RESIDUAL.
2. BACKFLOW PREVENTION IS REQUIRED.
3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS
FOR AVEMORE PHASE III ARE PROVIDED IN THE EXISTING STORMWATER
MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR
THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I—IV-
4. PROJECT SITE IS NOT WITHIN A RESERVOIR WATERSHED.
5. THE AVEMORE PHASE III AND FUTURE PHASE IV PROJECT SITES HAVE
BEEN SUBDIVIDED AS PER THE APPROVED PLAT TITLED "BOUNDARY
LINE ADJUSTMENT— VILLAGE OF PANTOPS— LOT 17C & DIVISION OF
THE PROPERTY OF AVEMORE LLC— PARCEL B".
6. MINOR SITE PLAN AMENDMENT NUMBER SDP 2008-00184 AMENDS
SDP -2007-0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) PHASE LINE FOR PHASE IIIA AND IIIB
b) SIZE OF BUILDING No.1 WAS DECREASED
7. MINOR SITE PLAN AMENDMENT NUMBER SDP 2009-00052 AMENDS
SDP -2007-0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) LANDSCAPING AND SIDEWALK AROUND BUILDING
b) MODIFIED DUMPSTER PAD DETAIL
c) REMOVE AND REPLACE EXISTING DYING TREE
INDEX OF SHEETS
DRAWING NO. SHEET NO.
CS -1 1 OF 15
C-5 6 OF 15
C-12 13 OF 15
TITLE
COVER SHEET
SITE LAYOUT AND GRADING PLAN
LANDSCAPE PLAN
ABBREVIATIONS
489 SPACES
PARKING PROVIDED (PHASE I SITE PLAN)
AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT
AHD AHEAD NTS NOT TO SCALE
BC BACK OF CURB O.C. ON CENTER
BF BLIND FLANGE PE POLYETHYLENE
BM BENCH MARK PROP PROPOSED
BK BACK PVC POLYVINYL CHLORIDE
C/C CENTER TO CENTER r RADIUS
C & G CURB & GUTTER
R
RCP
RISER
REINFORCED CONCRETE PIPE
CIP CAST IRON PIPE
REQ'D REQUIRED
CL CENTER LINE
RESTR RESTRAINED
C.L. CHAIN LINK
RT RIGHT
CMP CORRUGATED METAL PIPE
R/W RIGHT OF WAY
CO CLEAN OUT
7
ALBEMARLE, VA
SAN SANITARY
CONC CONCRETE
SHC SEWER HOUSE CONNECTION
CY CUBIC YARDS
FILE NAME: SCALE:
H: N/A
DATE:
71311076006CSO1.dwg
SQ SQUARE
DIA DIAMETER
ST STORM
DIP DUCTILE IRON PIPE
STA STATION
EL ELEVATION
STD STANDARD
ELEC ELECTRIC
SW SIDEWALK
EX OR EXIST EXISTING
TBA TO BE ABANDONED
FDC FIRE DEPARTMENT CONNECTION
TBR TO BE REMOVED
FF FINISHED FLOOR
FH FIRE HYDRANT TC TOP OF CURB
HB HORIZONTAL BEND TYP TYPICAL
HC HANDICAP UG UNDERGROUND
INV INVERT UON UNLESS OTHERWISE NOTED
IPS IRON PIN SET VESCH VA. E&S CONTROL HANDBOOK
IPF IRON PIN FOUND WL WATERLINE
JB JUNCTION BOX WT WATERTIGHT
LF LINEAR FEET WW WOVEN WIRE
LT LEFT YDS YARDS
MH MANHOLE 6"V 6" VALVE
JUNE 8 2009
k6_a=L
TO AMEND 011RIGINAL DATA:
wl
OVERALL PARKING TABULATION AVEMORE PHASE I, II & III
PHASE I
PARKING REQUIRED: 489 489 SPACES
PARKING PROVIDED (PHASE I SITE PLAN) 507 SPACES
NUMBER OF SPACES DELETED FROM PHASE I
0.74 AC.) 39.3%
IN ORDER TO CONSTRUCT PHASE II 5 SPACES
SUB TOTAL PHASE I PARKING 502 SPACES
PARKING PROVIDED (PHASE II SITE PLAN) 20 SPACES
TOTAL SPACES PROVIDED IN PHASE I 522 SPACES
PHASE II
TOTAL
92 UNITS @ 1.25 SPACES PER UNIT 115 SPACES
4 EMPLOYEES ® 1 SPACE/EMPLOYEE 4 SPACES
TOTAL PARKING REQUIRED 119 SPACES
ON—SITE PARKING PROVIDED 108 SPACES
OFF—SITE PARKING PROVIDED (IN PHASE 1) 11 SPACES
TOTAL PARKING PROVIDED 119 SPACES
COMMERCIAL—OFFICE
FLOOR) 0 SQ FT 9127 SQ FT
REQUIRED
DATE
1 SPACE PER 200 NET S.F.
0.74 AC.) 39.3%
9,127 GROSS S.F.
0 SQ FT 13718 SQ FT
80% OF GROSS = 7,302 NET S.F.
OPEN SPACE
7302/200 = 37
0.61 AC.) 33.0%
REQUIRED PARKING: 37 SPACES
0 SQ FT 55711 SQ FT
COMMERCIAL—RETAIL
TOTAL
REQUIRED:
1.89 AC.)
1 SPACE PER 100 NET S.F. FOR FIRST 5,000 S.F.
1 SPACE PER 200 NET S.F. FOR OVER 5,000 S.F.
9,127 GROSS S.F.
2 PER METER
80% OF GROSS = 7,302 NET S.F.
8 WATER CLOSETS
5000/100 = 50
2 SERVICE SINKS
2302/200 = 12
4 HOSE BIBS
REQUIRED PARKING = 50+12 = 62
2 PER METER
TOTAL REQUIRED PARKING = 37+62 = 99
TOTAL PHASE III PARKING REQUIRED: 99 SPACES
PHASE III PARKING PROVIDED:
STANDARD SPACES: 74
FIXTURES COUNTS AND TYPES ARE
HANDICAP SPACES: 4
TOTAL PARKING PROVIDED: 78
SUMMARY PHASE I & II & III
TOTAL NUMBER SPACES REQUIRED PHASE I, II & III -489+119+99=707
NUMBER SPACES PROVIDED PHASE I, II & III -522+119+78=719
CROSS PARKING AGREEMENT HAS BEEN RECORDED.
20
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cn SITE LOCATION
FONTANA DRIVE
AV 0 E
ONTA VERONA DRIVE
25BU0'
250 PAPANTOPSAT
IROLKIN ROAD
CANTERBSURY
64
Of
I
Moonticello
VICINITY MAP
1 "=2000'
ALBERMARLE COUNTY DEPARTMENT APPROVAL:
FLOOR) 0 SQ FT 9127 SQ FT
APPROVALS DATE
DEPARTMENT OF 1 COMMUNITY DEVELOPMENT
0.74 AC.) 39.3%
PLANNINGUONING
0 SQ FT 13718 SQ FT
ENGINEER
OPEN SPACE
INSPECTIOIWS
0.61 AC.) 33.0%
ARB
0 SQ FT 55711 SQ FT
DEPARTMENT OF I FIRE & RESCUE
TOTAL
ALBERMARLE COWNTY SERVICE AUTHORITY
1.89 AC.)
VIRGINIA DEPARMIENT OF TRANSPORTATION
FIXTURES ESTIMATES: BUILDING
HEALTH DEPARTWENT
5 LAVATORIES 8 LAVATORIES 2 PER METER
5 WATER CLOSETS
ENGINEER:
SOURCE OF SURVEY:
SOURCE OF TOPOGRAPHY:
COUNTY, STATE:
MAGISTERIAL DISTRICT:
TAX MAP REFERENCE:
ZONING:
SETBACK REQUIREMENTS:
MAXIMUM STRUCTURE HEIGHT:
EXISTING USES:
PROPOSED USES:
TRASH:
PHASE III AREA
NO. OF BUILDING PADS
SQ. FT.
UNITS PER BUILDING
COMMERCIAL UNITS
MAXIMUM NO. OF EMPLOYEES:
LAND USE SCHEDULE:
FIXTURES:
NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11 19 07 6 AND PARKING TAB PHASE III ADDED DJM 12/9/08 OF
DESIGNED
M
f,
DJM
2 ADDRESSEDD COUNTY COMMENTS DJM 12/11/07
FINAL ARB COMMENTS DJM 1 18/08 7 MINOR SITE PLAN AMENDMENT GENERAL NOTE 7 ADDED DJM 6/25/09 Qf wj ENGINEERS DRAWN BY
3 ADDRESSED / ' A SURVEYORS 10
4 ADDRESSED ACSA / COUNTY COMMENTS DJM 2/21/08 DOUGLAS J. MARCH PLANNERS
5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/208 •o
Lic. No. 40518 ,
REVIEWED
JASSOCIATESDMJ
0 7 i Z 7 . t7 P.O. Box 4119 1402 Orem Hier Pleoe
6 MINOR SITE PLAN AMENDMENT GENERAL NOTE 5 ADDED
mss' 3 b oo
P3Chv%
ftwff4 984.2
1 WWA NUMBER.
p,rONAL w".wwassaciaft.nd 206006.04
SHEET REVISION BY DATE N0. REVISION BY DATE
Iiijj
Type
Reviewed arid Approved by the
Communi De e opin ill Department
Date 07 2Dt3
File# sf-tp 2 oqu)hS
IWA5 is a g(R01( 4MM94-4
Nacalz
AVEMORE, LLC
2421 IVY ROAD
CHARLOTTESVILLE, VA 22903
ATTN: TREVOR HENRY (STONEHAUS DEVELOPMENT)
434) 951-0993
WW ASSOCIATES, INC
1402 GREENBRIER PLACE
CHARLOTTESVILLE, VA 22901
ATTN: DOUG MARCH, PE
434) 984-2700
WW ASSOCIATES, INC.
GEO SERVICES (AERIAL) SUPPLEMENTED BY WW ASSOCIATES GROUND SURVEY
ALBEMARLE COUNTY, VA
RIVANNA
EXISTING:
78B-3-1 AND 78-581
PROPOSED:
NEW PARCEL B1 AND NEW PARCEL B2
TMP 78—B-03-1
R15; ENTRANCE CORRIDOR OVERLAY DISTRICT
ZMA-2000-010
SP -2006-69
SP -2006-70
ZMA-2006-021
SP -2006-044
FRONT — 25'
SIDE — 15'
REAR — 20'
MAXIMUM ALLOWABLE STRUCTURE HEIGHT — 65'
PROPOSED MEAN BUILDING HEIGHT — 29'
VACANT
COMMERCIAL/OFFICE & RETAIL
ON—SITE DUMPSTER
1.59 ACRES (NEW PARCEL 131: TMP -78B-03-1)
0.30 ACRES (PORTION OF NEW PARCEL B2: TMP -78B-03-1)
2
4300 S.F. PER FLOOR X 2 FLOORS = 8600 TOTAL SF BLDG. No. 1
4827 S.F. PER FLOOR X 2 FLOORS = 9654 TOTAL SF BLDG. No. 2
BUILDING 1: 1 UNITS: (RETAIL AND OFFICE)
BUILDING 2: 8 UNITS, 4 PER FLOOR(RETAIL AND OFFICE)
RETAIL — 4300 + 4827 = (9,127 TOTAL S.F.)
OFFICE — 4300 + 4827 = (9,127 TOTAL S.F.)
AM
EXISTING PROPOSED
BUILDINGS (GROUND FLOOR) 0 SQ FT 9127 SQ FT 0.22 AC.) 11.1%
ROADS/PARKING 0 SQ FT 32339 SQ FT 0.74 AC.) 39.3%
SIDEWALKS 0 SQ FT 13718 SQ FT 0.31 AC.) 16.6%
OPEN SPACE 82328 SQ FT 27144 SQ FT 0.61 AC.) 33.0%
IMPERVIOUS AREA 0 SQ FT 55711 SQ FT 1.28 AC.) 67.6%
TOTAL 82328 SQ FT 82328 SQ FT 1.89 AC.)
BUILDING 1 FIXTURES ESTIMATES: BUILDING 2 (4 UNITS)
5 LAVATORIES 8 LAVATORIES 2 PER METER
5 WATER CLOSETS 8 WATER CLOSETS 2 PER METER
2 SERVICE SINKS 8 WATER FOUNTAINS 2 PER METER
4 HOSE BIBS 8 SERVICE SINKS 2 PER METER
1 KITCHEN SINK 2 HOSE BIBS
BUILDING 2 NOTE:
FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE
COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN
IS COMPLETE; AND BEFORE CONSTRUCTION BEGINS. FINAL METER
SIZING TO BE DETERMINED AT THIS TIME BY ACSA.
PROJECT: AVEMME, LLC REVISION SET NUMBER:
PHASE III - FINAL SITE PLAN 7
ALBEMARLE, VA DRAWING NUMBER:
CS -1TITLE:
COVER SHEET
SHEET NUMBER:
1 OF 15FILENAME: SCALE:
H: N/A
DATE:
71311076006CSO1.dwg V: N/A
BOTTOM ELEVATIONS SHOWN ON THENOTE1 —PHASE IIIB PLANS ARE A DEFINITION OF THE
THE CURB AND GUTTER, STORM SEWER SYSTEM, WATERLINE, GROUND ELEVATION, NOT THE
GRANULAR DRAIN FILL FOUNDATION ELEVATION. FOUNDATION,
SANITARY SEWER, AND PARKING LOT SUBBASE STONE HAVE BETWEEN AND BEHIND AND DEPTH TO THE FOUNDATION, IS
BEEN INSTALLED FOR THE PHASE IIIB ANCHORS TO BE DESIGNED BY THE WALLPROJECTANDARE
TRIM CAP WITH CONTINOUS MANUFACTURER
EXISTING FEATURES. IN ADDITION, THE PHASE IIIB SITE HAS ADHESIVE
BEEN STABILIZED WITH SEED AND MULCH. COMPLETION OF (AS PER MANUFACTURER'S
THE PHASE IIIB PROJECT WILL BE AT A LATER DATE. RECOMMENDATION)
CORE DRILL ,I _ GRANULAR DRAIN FILL
FOR 6' CONNECTION _BETWEEN AND
M CONNECT TO 6' ABOVE - - RS
EX. SAN. • .
NOTE 2 PHASE IIIA BEHIND ANCHORS
STRUCTURE BOTTOM
MANHoLE —`:- NEW sTAIR AND=_---- ;-- PHASE IIIA IS UNDER CONSTRUCTION IN ACCORDANCE WITH
i - _-_ .- ----- --- RAIL TYPr - - HEIGHT H
1 WILD c 1 ---_ THE APPROVED SITE PLAN. VARIESP _ \ _ 0
P)
CN `Y 1 PROVIDE S
1
1 ALE INN
i • . l> _. - - _ ,
1 _ 1 _ t _ SW FOR POSITIVE5 ..\'_
DRAINAGE
392 9
S1 1 \ ...'.:.: STREET LIN;
394 394 \ - \ _
94 597• ° • • 1 \ GRADING ESMT TO EMBEDMENT-"'
6' ° BE ACQWIRE6
5' 98 `4
CONCR
PE 3 \ \ VARIES* WIT \' /\ :.•.` \
i' . \ -
I 0 ° P P 98 CCEN
AVERS , 6
96 _ CON4ECSIDD
CO TE
B 1
93 o PAC
toS .. 9- "
NG lO J
ry ; '
1 GRANULAR BASEBUILDING
9
5
FF= 398.0 - N X96 05 1 1 OR OPTIONALI5.090 ' 39 2.p \', \ CONCRETE
g 9 ' ,,, \ LEVELING PAD
1
C 96
5R \ 1 RKING- ESE E, T\ 1
22 ,1.7R 39
S C `' 1 \
1
LO
96
7R 398 _ t:.
7 \ \ i' OF 7 ` RETAINING WALL DETAIL
16.5 A C PSS' SEMENT & , TO SCALE
98Hp B1 ORCN I 1 ST EES, LINE
gg P
D ISION Vy9 1' ` \' r / \ co
10c0 1zIK, 4.58% 29
y, 96T 98 98 C
97 TYP . • TREE P i F=
rn ,a N
F=401.9 6" DIAMETER BOLT D
N.r
a 97
o gW_399.3 cr PLATE BO
Z4. 9 ' 91 c TC
o 4R 1
I g
LLJ_
C.4 11 II 1
I
96 ,
w -P
Q 9P. Z v r 5 lT (P FF= 400.00
s 13 _ I
ING 2
w
1 t, ' I _ gu1LD 1 -
St 5 8„ SAN - - - ,.,
I:
o z ' I1 CONTAINER
U \ S2 N SO\ 7 o QUI D, I u I ENCLOSURE
A'o g o 1 N SHALL BE MINHIGHQ938' WATERLINE q
1 1 /2' TAP c I I- FF= 401.00
4 w ; 1 7-1J I =
h G ISI A o STOCKADE FENCE
r=5' 't — p 1 TY 16
0 -5 I
9 ' FF = 401.0 -
v
PG'. , <._ \ E ` (n' 97 ZT ,`zQ r "0 1S PEAR ING SIGN =
2a t I
ire' 7 - . ` \ f `9rr PHA IIIA 8 '' t Ww-
HEIGHT
UIRED9TCz /)
QD TYP
ING REQ
e, z NEW REfNN BUILDING
PERMR
IS SHEEP)
117 . i r ' _ — _ _ -
i I, \ \ -.9 C p IIIB y. SEPARATE (SEE DETAIL 1H
12 WATER 0 ; - f
o METERS > •
74 DIAMETER OI YL YGG.f RG
NEW DI 0 t a -,, : j..AFOR GATE
TYP) `, S 4 _ ' A EACH GATEcA
o`
0 S,
ir
11
c' OJ
rc 02H "' A
OZ POSITION. FIELD VERIFY EXIVCT
jp
94 O S
I\ OA G `z EWAL
ILTER
ABRIC
REINFORCED
FILL
GEOGRID
AS NECESSARY)
PER WALL HEIGHT
PERFORATED
SUBDRAIN
MINIMUM 3'-0" EMBEDMENT.
EMBEDMENT INCREASES WITH
INCREASED WALL HEIGHTS,
SLOPING FILLS IN FRONT AND
BEHIND WALL OR POOR
FOUNDATION SOILS.
OWN
LLARD
CESSES
OPEN
LOCATM.
14- 6
12'- 6"
u r ' u ; ' ' r r u : r '
r
u u u
a # .
r u r
0•
D p
r 10 CUBIC YARD
1 TOP & r
END LOADING
r CONTAINER
p 6'Lx6'Wx7'-8"H
1 u;'. r u r
I
r. o. ,. .,. o. n' o.
120' p
I D
SWING
r u r u r u;
D o l D 1 p
J
0
r u r u r u r u
NO Q QQ Q
o s , s s
r u r u r u
e
r u
r. -- 2 g C 4 _ - DUMPSTER EX PADgLOT2F } PACE (25' ONG G ,SID Norh4
S N 0 ,. i ` - DO NOT PROVIDE LOCKING LATCH.
92, PARCEL Bice MUST BE ACCESSIBLE AT ALL TIMES.
N
09 c - -' -
DIVISIO / -
c GRADING A - - -_- - - I \ / M 1 PARKING ESMff TO -
5. EX. - NEy.= BE ACQUIRED e - _
v oOq ,; `IS' NiER STUB
Kc
DUI4PSTER PAD WJ 93 APER CURB - 5.09 -Vert
UU390BOARONBOAR 1
o FENC SCREENING W/ , 9 0 FLUSH
93GRADINGAND a, PIPE OLLARDS. X
PARKING ESM1\ TODUMPSTERr /
i
r
CD N I --' ':
ACQUIRED o \ PAD ET IIS SHEET. BE AC ` / 1
l 0)
Lp
0A'
IYA
1'
1 1
py PARKI G LASEMENJT; I -
I
GRADING AN =
PARKING ESMT , ,5 /"' . 1,P , ' ,, , / GENERAL NOTE:
TO BE ACQUIR D
4 o ' PHASE IIIA PARKING TABULATION 1. THE PIAZZA AREA WILL PROVIDE '
1
z -
PARK BENCHES FOR PATRONS OR L_ STREET SIGN AND STOP ,; - - po' " I G l
EMPLOYEES OF THE COMMERCIAL ANDME
E. NN R
SIGN TO BE INSTALLED _ _ QR ! F • '• j HC RAMP (TYP) o BUILDING 1 OFFICE/RETAIL (8600 TOTAL S.F.) -
y \ • IN PHASE IIIA \ A E ' 0 , G4
S g/ I I ` OF TOTAL SITE PLAN BUILDING S.F. 8600/18254 47% OFFICE BUILDINGS. THE AREA IS NOT
CONSIDERED TO BE ONE FOR PUBLIC
tt rn 0 g R I 1 _I
0 8 SLUG \ ,
OM00
S - I TOTAL PHASE III PARKING REQUIRED » 99 SPACES ASSEMBLY OR OUTDOOR DINING.
FROM OVERALL PARKING TABULATION-, SEE COVER SHEET)
Ic l - PHASE IIIA PARKING REQUIRED = 99 x 0.47 = 47 SPACES ON-SITE
io \ \ \ o (PHASE IIIA) PARKING PROVIDED = 53* IF THIS DRAWING IS A REDUCTIONZJE s 9s I _pa71 f _1 "
1II1 \ d - vJL 53 SPACES WILL BE PAVED DURING PHASE IIIA GRAPHIC SCALE MUST B USED
I - \ TB- - Pl sED
I
pp
I
9.2 1:1U >: *OF WHICH TWO ARE STANDARD HANDICAP SCALE: 1 " = 20' I
I:
THE REMAINING PHASE III PARKING WILL BE IN ACCORDANCE WITHyI1IPREVIOUSLYAPPROVEDSITEPLANANDRECORDEDCROSS -PARKING
392/ AGREEMENTS BETWEEN AVEM0 E PHASE 1, II, AND III. 20' 0 20'
w
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIililljllllI
I I/9 G6
DESIGNED BY: PROJECT:REVISION SET NUMBER:
1 ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 11/19/07 7 ADJUSTED SIDEWALK, ADDED DUMPSTER PAD DJM 6/25/09 S
DJM
AVEMORE, LLC
2 ADDRESSED COUNTY COMMENTS DJM 12/11/07 AND DUMPSTER DETAIL fit' — PHASE III - FINAL SITE PLAN 7
3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08 l,r
ENGINEERS DRAWN BY: ALBEMARLE VASURVEYORSTa DRAWING NUMBER:
4 ADDRESSED ACSACOUNTY COMMENTS DJM 2/21/08
DOUGLAS J. MARCH PLANNERS TITLE:
REVIEWED BY: SITE LAYOUT AND GRADING PLAN C-5
Lic. No. 40518 ASSOCIATES DMJ
5 ADDED PHASE IIIA AND IIIB DJM 12/9/08 O 7- 77. A
o ,} P -O. Box 4119 l48•ozGteenbcierPlace SCALE: DATE:
SHEET NUMBER:
LymcbbmVA24502 •VAZMI WWA NUMBER: FILE NAME:
ss des Phone: 434316.6080 Phone: 434.984.2700 H: 1 "=20'6 OF 15
SNEET REVISION BY DATE NO. REVISION BY DATE
Tw. ONAL wwwwaleocixtEeml 206006.04 6006CO5.dwg V:NIA
7/31/07
EXISTING 50' A j A T T -
County of Albemarle
ACCESS EASEMENT " 1 @/ 1 I/ - a ,% `_ \`-'
Conservation Plan Cbecldist-Tu be placed on Landscape Plans
D.D. 1267 PG. 147 1 U
G M
m
r1 , __ / ,i \ \ (Handbook, pp IN -284-111-297 for complete specificnlions)
TO REMAIN -f®
I) 0
1 '
I. The
TreesFollowing
save
shall be shown on the plan:
Location
be raved;
Limits of cicaring (outside dripiinc of trees to be saved);
d type
m F PROPERTY TO BE Gradccnanesrequringteewellsorw
DED Gmdced trenching
requiring tree Wells
owalls;
EX. SAN MANHOLE
C Pmposedlmnching or tunneling beyond the limits of clearing.
a
l TOP =
3MANH
EXISTING 3" TREES r- PROPOSED NEW 1iL. Y,ISTIP - 2. Markings:
6" PVC INV. IN = 38 ATO REMNN (3 EA) RAW LINE. jIF1E0 OPEN SPACE All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipmcnlopcmtors. iDE 1 QTY: 11 FONTANA OWNERS
8" DIP INV. I N = 1 . ON UG Na grading shall begin until the irce marking has been inspected and approved by a County Inspector.
EX. 15'• HDPE ,\ A 8" DIP INV. = 3 .04 SAN - "" snN SPACED 30' O.C. ASSOCIATION
g, I CONNECT TO AN _-
sou --" s""
SAN D. B. 1886 PG. 281 3. Pre -construction Conference:
EX SAN. AN tare ` TMP 7BE-BS2NSANiTEV1TA1 - -
E R6 T p scMANHOLE ,,-PV -- _ rec nafian and protection measures shall be reviewed with the contr¢ctor on site. FAIL TYP DE _ - 5gry -
8
N
c
4 Equipment Operation and Storage:
3-
SAN _ _ ,
AP LE 3
3 / _ _ -
E to be saved.
c htculnr traffic and storage (constconstruction materials including d sh¢II not p rued within the p es of treesPSGSqAIHcovyequipment, ve ' oro o c din so' he eon' dri lin
c
5 TREE -MULCH RIN(, '
FO TANA LAN TRUST / sK / - - - _ _- _ _ \ 5i _- Soil Erosion and Stormwater Dctcnffan Devices:
1680. 7 / yea a1 1 . -+ OT- MOUI'OED I_j _ s _ - , \ Such devices shall not adversely n(Tect frees to be saved.
2 ` rr. - _
fp 78 6. Fires:
059 A/ / "" 1 / • 2' (9 , \ C' / - • _ _ - `,9, \ ` ' Fires are not permitted within lav feet of the dripline of trees to be saved,
CBC \ 2124
E ACQUIRED \
GRADING ESMT TO \/
X. TRE E
REDLINE
Toxic Materials:
n'P) \
B \ 'Toxic materials stroll not be stored wiatin 100 feet of driplinc oftrecs to be s¢vtt'..
n IAWN i PLE A. Protective Fencing:
Trees to be retained within 40 feet are proposed building or grading Activity shall be protected by fencing.
7law FG5 cern red a County Inspector nor to mdin or construction, I e hall be in late and shall 6e Inspected and approved bFencings Y tY P P g B
6 -MP - -_ 771 -LS Q / • 3
t
P P PP
e
HATCH AREA BUILDING
15 -IB S ° 9. Tree Welh:
TYPICAL FF= 398 (;t -1 ` ` Q \ When the ground Invnl must be raised within the dripline of a wee to be saved, ¢free well shall be provided and a construction detail
F U C z0' \ <' 4 -AG • I submitted for approval.
y / I 4 -FG RKI SE i5
VER
o * _ DI 65 CA 10. Tree Walls;
S EM EI'1 6 / v / r 7 -MP
516 -LS INV IN 39 6.4a When the ground level must be lowered within the dripline o tree to be saved, s tree wall shall be provided; and a conswetion detail
y L
I I HATCH AREA 25 -JC
w •
1 _ T=396.21INVO submitted war approval.
205 /
0
V /
LOT 1 OF
TYPICAL - I - 1 7ACCES EASEMENT 8
Q 0 / It. Trenching and Tunneling:
8 ad..'
l 1
P
S LINE
g q g, itsholl bedone As Tarawa3 -AG I)PCH I _ When trenching is required within the limits atclenrin y From the woks of trees as possible. TunnelingPARCELB1II
1 -TOE LAWN 1 -TOE -} L I (T i \ under ¢ large tree shall be considered as nn ¢Iternative wben is is anticipated that necessary Imnching will destroy feeder root;.
O 1
HATCH AREA I 10 -CB 1 u. Cleanup:
CIO
G' TYPICAL C7
t Prolective fencing shall be the Iasi items removed during the final cleanup.
s 9.0 A
v r 400.00 TW 3990 U, 1 13. Damaged Trees:
1 12 -JC F F = g N =
401 N a + Damaged trees shall be treated immudiulely by priming, Fertilization or o her methods recommended by u Ircc Specialist,
3
4^ 1' \ SCARLET , 3 1 -AG y
j "r'1 Q TMP ,''
a •• •••
a • '1_) g'fJ=399' N 1 NOTE: I'1'IS'1'RE DEVHLOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
0 •) \I ( I) I O , a QUIREMEn
20' PUBLIC WATER i5 BEMLINE Jfn
0
2 L L
pC '
LINE
PUBLEASEIC
fJT - - --- ------ - •
b 1
7 '
i r1 JOS d1JiVCs1TlA2ft3, C,
C I((j3 /677AG
EXISTING TREE LINE ''
cD.B. 1416 PG. 20`' ` ( 3 1
OWNERSIGNATURE
1
7 -MP LAWN (SOD)
400.00 (
DATE)
EX 8' HIGH CONSTRUCTION FEi1; - A 115 -JC _ - - 1 U
S
BUILDING ? 1 I I CONTRACT PURCHASER SIGNATURE (DATE)
511I05 Page l of L
SAN
e 1 y
r \
I=
EXISTING 2 OAK TREES ON \\ 90 NG TREES TO BE REMOVED (TYP.) 8" WATERLINE 'A' 11+00 401 00 p t t
WEST SIDE OF PROPERTY TO (9 )1 ($EEfIBEMOLITON PLAN) '
FF= t T 11SEIII16
6-\ - \ - `
I B LA I
t
120' PU IC l Area Per Total AreaREMAIN.
r_ _ Al l:
ASE 101.00 /
DRAIN AC EA Key Qty. Scientific Name/Common Name Min. Cal. Ht. Con. Notes Tree In S.F. In S.F.
1 • ->
FF= / I D.B. 2 PI
1,07' 1A \ H r,-6 -
FG e - ree o ova
4
MA Al I1'ELSH 10
24" AK\ ` 22' PL) L,
HEIGHT 2.8 ,' '''Y I Phas III T Canopy Coverage
D. B. 1504 PC 44-5 \ f 011ASE III A MAX
6'-B' B+B 82 410T,VP 78B -3-1A 1 { -l1 I r REiAIMIgU 'I pERMIi
REQUIRED
ME
IRR .ABOX l Magnolia grondiflo
u '
Bracken's Brown _ , Full Crown
ZONE R10
2 -AG / METER BOX ( 5
Beauty'/ Southam Magnolia Straight Trunk
USE. RESIDENTIAL - - l I1 - 2 -AG / f
t \ \
14 -JC Gleditsia t
LOT 1B \
i riacanthos inermis Full Crown Straight
DEBORAH AICANDRETI'S' REMOVE AND REPLACE EXISTIN
1 S4 9
Ap 0 / f
E ' rdemaster '
D. B. 3286 PC 8
16 Thornless Honeylocust at /
2 1 /2' B+B Trunk High Branched 424 6,784
DYING TREE W/ ONE 23 -IB I a2 6'-0'
TMP 78B -3-1B ADDITIONAL EASTERN RED 18" OAK /
USE RESIDENTIAL CEDAR. ° ,' 5 -JC LOT 2 OF G
INV '
7ONE RIO / /
ul, ) 4 Quercus coccineo/Scarlet Oak 2 1/2' B+B
Full Crown 370 1,480
Straight Trunk
5 -AG i /
a' INV INL' .1
PARCEL B1 - / INV_
394
r PA TOPS LLC DIVISION `- - . ''
IN 'OU
J . / GRAD G AND Cornus kousa/ Kousa 6'-7' B+B
Full Crown
128 1,408
2920 PC. 615 \ - cn VIN ry1
11 Dogwood Straight Trunk
788-3-2A
10 -MP jyC ,,1 0 p0= B( ACQUIRED
TO 9
4
3
D
1
Full Crown
ONE R15 20 -FG 1Junipecus vir into a 'Brodie/ 16 224
Y
i /?`)
4_5Straight Trunk
RESIDENTIAL EasternRed
6 22La erstroemia indica 'Natchez'/Crape Full Crown 77 1,694 -FG
v
6'-T B+B
8= Myrtle Multi -Trunk
D
vor Phase III -Total Tree Canopy Coverage - 12,000 S.F.
m• / / -4-f, /
w j /VJE ` . 15 <
Phase III -Interior Landscaping (Shade Trees)
11
AK n5 6 -FG = _r,, ` Gleditsia triacanthos inermis Full Crown Straight
Shademaster 2 1/2' B+B Trunk High Branched 424 424
6 =393.37
1
o /
967 \
Thornless Honeylocust at 6'-0"
1 , / Crown
0
Full
r_5• F
i \ 7 Quercus coccineo/Scarlet Oak 2 1/2" B+B Straight k 370 2590
S
g ARiNCE EN r
a I I 1
Phase III -Total Interior Landscaping (Shade Trees) - 3,014 S.F.
GFADING APJ- _ 1 (
29" A iA q " o o
PARKING ESMT
Phase III -Interior Shrub Canopy
3 TO BE ACQUIR D / ' / i
w-
PHASE III LANDSCAPE TABULATION \ A - o o ) occidentalis _ a
N )) '` _ /
w ` TOE 2 Thuja ntalis 'Emerald Emerald 4 5' 7 Gal. FULL 28 56
I. TOTAL TREE COVERAGE:
000
Arborvitae
AREA INCLUDED IN PHASE III DEVELOPMENT: 1.89 AC. v
EMoRE
P0 / / /
z Z °' 1
AREA IN PHASE III REQUIRING TREE CANOPY: 1.89 AC. A / `" I I IB 47
Ilex cororf Buford Holly
24-30' 3 Gal. 18-24" Spread 57 2679
o //
ll Dwarf Buford Holly
f° PERCENT OF TREE COVER REQUIRED: 10 PERCENT (.10 X 1.89 AC.) = 0.19 AC. OR 8,233 S.F. / z
fi
o Pennisetum alopecuroides/ FULL 3 I, 3 -yr Rooted Min 0 0
a TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: R' IIG \1
1k00 / \
11 I 01
FG 78 Fountain Grass
2 OAKS X 370 S.F. = 740 S.F. X 1.25 = 925 S.F. \ f a y
PROPOSED TREE CANOPY: (SEE CHART, THIS SHEET) 12,000 S.F. N P( ` 1 I AG 27 Abelia grandiflora/Glossy Abelia 24-30' 3 Gal. 18-24' Spread 14 378
E TOTAL TREE CANOPY PROVIDED: 12,000 S.F + 925 S.F. = 12,925 S.F. o ! SpNP I f A UEfLIORT APARTMENTS L. P j
II. PARKING LOT LANDSCAPING
N 011 P TMP
2 PC. v I
JC 101 Juniperus conferfa/Shore Juniper 10-12' 2 Gal. 18-24' Spread 0 0
PHASE III IMPERVIOUS AREA (ROADS & PARKING AREAS): 1.20 AC. OR 52,272 S.F. IF THIS DRAWING IS A REDUCTION GRAPHIC \Olt'(P D. B. 1892 PG-
PC.
269
Q INTERIOR LANDSCAPE REQUIRED: 5 PERCENT (.05 X 1.20 AC) = 0.06 AC. OR 2,614 S.F. I ' PLAT D. B. 1892
TI
271
SCALE MUST
E
USED ` 1 USE' RESIDENTIAL ° i CBC 34
Cotoneaster dammeri / Bearberry 14_18• 3 Gal. 18-24' Spread 3 0
SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES \ \ w °
Cotoneaster
Spread 18 84624-30" 3 Gal. 18-24' S
78 ON-SITE PARKING SPACES/10 = 8 SHADE TREES SCALE: 1" = 20' MP 47 Myrica cerifera/Southern Waxmyrtle pN v
7 OAKS X 370 S.F. = 2,590 S.F. \ _
f
1 HONEYLOCUST X 424 S.F. = 424 S.F.
I
too INTERIOR LANDSCAPE PROVIDED: 2,590 S.F. + 424 S.F. = 0.07 AC. OR 3,014 S.F.
20 `
o 1 / LS 1287 Liriope spicato/Spreading L nope Well Rooted P Plant 18' o.
c.
0 0
N SUMMARY 20' 0
3,014 S.F. PROVIDED > 2,614 S.F. REQUIRED i
Phase III -Total Interior Shrub Canopy Coverage - 3,959 S.F.
a 7 OAK TREES & 1 HONEYLOCUST SATISFY SHADE TREE REQUIREMENTS REVISION SET NUMBER:
o N WA
DESIGNED BY: PROJECT: AVEMORE, LLC
1 _ADDRESSED COUNTY COMMENTS ARB COMMENTS DJM 1 1 19 07 7 ADJUSTED LANDSCAPING AND SIDEWALK AROUND BUIL ING DJM 6/25/09 orM PHASE III - FINAL SITE PLAN 7
CL
TH GF
2 ADDRESSED COUNTY COMMENTS DJM 12/11/07 D UPDATED LANDSCAPE TABULATIONS, AND REPLACED DYING TREE. Lf, - ENGINEERS DRAWN BY:
o "
SURVEYORS
ALBEMARLE, VA DRAWING NUMBER:
3 ADDRESSED FINAL ARB COMMENTS DJM 1/18/08
T°
TITLE:
2/21/08
U .MARCH 9 '
Q 4 ADDRESSED ACSA /COUNTY COMMENTS DJM 2/21 /08 DOUGLAS J
SHPLANNERS
REVIEWED BY: LANDSCAPE PLAN C-1 Z
ro 5 ADDRESSED FINAL ACSA AND 3/17/08 ARB COMMENTS DJM 4/2/08 , Lic.No.40518
2 bb-
ASSOCIATES DI SHEET NUMBER:
P.O.B=4119 1402 Greenbrier Place SCALE: DATE:
0 o,-7-27- o9 I lynchbagVA24102 rami ,H1,VA2 01 WWA NUMBER: FILE NAME:
NPhoae:434J16.(A80 Phose:434.984.2700 206006.04 6006c12.dwg V:
1
A
x/31/07 13 OF 15
6 ADDED PHASE IIIA AND IIIB DJM 12/9/08 &IONAL
BY DATE
SHEET REVISION BY DATE NO. REVISION