HomeMy WebLinkAboutSDP199300049 Plan - Approved Minor Amendment 1993-08-19!EAMFE PLAN
FOR
WRAY BRAS. COAST. CO. , INcs,
506 DEBENHAM CT., CHARLOTTESVfLLE , VIRGINIA 22901
LOT 19 T.M. 79, PARCEL 4N
HUNTER'S HALL
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE : I" = 20' 2' CONTOURS
ZONING- L I , LIGHT INDUSTRIAL
Watershed Boundaries
Rivanna River Watershed.
Lower Rivanna River Subwatershed
Lower Rivanna River Basin
Hunters. Way Sabbasin
NOTES
1. The maximum number of site occupants (employees)
shall be 30. Expansion of the number is subject to
County approval.
2. The septic system if based on an average perk rate
of 521 with a capactiy fo 20 gallons per day per
person. In addition, refer to rezoning ordinance
number ZMA 8609 with proffer regarding domestic sewer
usage only.
Cp0 C Lu � �--- � A_\/ . 5T C.E L r 1 L'S� 6iFAT E
- - slab
- New Pavement . -- - -�' Pam,, LOT
Compacted Stone
15 p r T -�7'' L" ` T C,� -f H E SLc�E _ CA-1 P`�cn �( RAM P�
- Ex. Compacted Storage Yard �' Footing and Foundation Wall
COO(- AS. W. 1:1006' IAMP -- core. FAr-1 P 7'/0 .
0rrc_ I10W : A- A' SECTION SHOWING PROPOSED CONSTRUCTION TO MINIMIZE DISTURBED AREA CUIt)
DETAIL 1 HANDICAPPED RAMP AND SLOT CHANNEL
N. T. S
.............. "I ............... 71
COUNTY OF ALBEMARLE
DEPARTMENT OF ENGINEERING UNTER
ri?NERAL CONSTRUCTION NOTES FOR SITE PLANS
Revised: March 1, 1992
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing �., ��'�
road, a permit for said construction shall be obtained from
B.M.
the Virginia Department of Transportation (hereafter ASSUMED ELEVATION 100.6' TOP OF IRON ` �� ��� --/" _� �•- _ �~
abbreviated V.D.O.T.).
_96.0 FOR CORREC
T U.S.G.S. ELEVATIONS
2. All paving and drainage related materials and constr ��
methods shall conform to current specifications and standards ✓- - --�` f _--- -r j
of V.D.O.T. unless otherwise noted. -"- -- _ -
3. Erosion and siltation control measures shall be provided in --� / _ -
accordance with the approved erosion control plan and shall "' OL MEN }RES; AS SROWN lv IS CLAN, -SHALL COI'JFORM
�.. TO THE LATEST" "SDI
be installed prior to any clearing, grading or other / i - - -� """~ --"--�
_ _ _._TI-IE "�VIRGINIA E-ZOSION AND- SEDIMENT
construction.
R L HANDBti
d disturbed areas are to be fertilized, seeded
4. All slopes an -
y and mulched. Maximum allowable fill or cut slope is 2:1.
Where reasonably obtainable lesser slopes of 4:1 or better /� _
are to be achieved. f MIT CONSTR �:T�O�--
K ;.77
5. All drainage inlets shall have a 2-inch local depression. , / J J
1 ! � �z' �? �• ,�'� � �'�-Art
6. Paved, rip -rap or stabilization mat lined ditch may be /
required when in the opinion of the Albemarle County Director
of Engineering, or his designee, it is deemed necessary in
order to stabilize a drainage channel.
7. All traffic signs control si shall conform with the Vir ini VE TAT10 O REMA1
�
Manual for Uniform Traffic Control Devices, latest editi MIT OF'CONSTRUCTIO '
-- ,..._ _ + 10 ZREES
8. Unless otherwise noted all concrete pipe shall be reinforced
concrete pipe - Class III. r
� / • N10STLY PINE 6" di , 30 f t . &
_
9. All excavation for underground pipe installation must comply �� /1 ;; . • BLACK usr, HUS AND RMBUD.
with OSHA Standards for the Construction Industry (29 CFR � `� � ' ,; � �,•� � -'- -- -- �" -" pRGT • FD WITH S FENCE ON CON UCTION
Part 1926). / 5 , ______ ____--- - -- _ ___ _ _ SIDE REF1
�, / �- f CONTROL PLAN . %
In addition to the above notes, the following statement must be - • ��3'.K?�`
included on all site plans which require V.D.O.T. 1111111111111111111111
approval. The - T
PERK TEST AREA / - _ Z43z5 r _.
statement must be signed by the developer of the property prior to �'
tentative site plan approval.
1
1\IEV�••� -GQ-6 ,
We the undersigned developer(s) understand that approval of
an b the Count of Albemarle does not necessarily
thisplan y y
indicate Virginia Department of Transportation (VDOT) f ~r
plan. Approval of the plan by the County / ,.�� / Steps
approval of the p �
lieve me of my responsibility in I �Icl�l:►cc, DI-:IA'1op wit] VD
,f— - ALL CRITICAL SLOPES AT ROADWAY EMBANKMENT
0,
�o
does not in any way re , .
obtaining final VDOT approval prior to the issuance of rA '
permits and/or certificates of occupancy. �-EX. VDOT CG
building p I !!
:
1 i r
DEVELOPER -
i 1 PROPOSED REMOVE EX. CG 6 AND CG 0
EACH SIGHT EASEMENT WILL BE
PLATTED AND DEDICATED
--- 250' SIGHT EASEMENT
250' SIGHT EASEMENT
CLEAR BRUSH AND GRADE AS
NEEDED FOR SIGHT EASEMENT
PROPOSED LAND USE 1 •'I'. / ��' 139�5� _ 1 ; �50
i I PRE -ENGINEERS
Total Area of Site: 3.60 Acres i �+ Nc;w VD0T T pc; 'D' 13loticd Scal Co: r .4.,
{
5 TEEL BUILDING
,1
s ft.)
..7 r }.
(156,816q ' 1 4 154.0 154.54.► �> `::5:: Y.::,
N� k (6000 SCE. ET
Greenspace: 93,291 sq. ft. 59% I -�5(TYN�4
�Y,,l
Pavement : 2 9 % 01 "4�-'5 1170
i
Pervious 4,100 sq. ft
Impervious 41,425 sq. ft. I P' _
FAN
n '
Building. 18,000 sq. ft. 12%
TM 79 PARC. 4P l '� (( I �• �� �, ,
Total: 100% / I i I I , • ? .',� `
t'
o,
N,FNER, JOHN Y
I Of,O PHEASANT L.N. � '`, � (t � i _ _ __ � N,
PARKING UHARLOTTESVILLE, VA 22901 ! � 1 } �+ .�
Parking is calculated using one (1) space per 200 square feet
LI�� ?��['�j� 1-, y�
COVERED LOADING DOCK
IN �C
i
_ -----
of office space. No sales or public display space 'ey
anticipated. ` �' T. • __ _______ .. ___ "*'
I�e-�,5 (7-q
- .tea. �
EXISTING � _
...:::........
gross s . ft.
r' . t
EXIST ING BUILDING: 12,000 g q f
PRE-ENGINEERED BUILDING
,
• 00 useable
s s ft. � -�
office: g q . �� 4 0+
E
warehouse: 7,500 gross sq. f t . i ! �?C c 11� 1 Sidewalk( I T' S• .50 ,
� � ` � � �, 5 Concrete Sidewa �C S, LNG W 1 4
(80 X 150)
s
total: 12 , o 0 o gross q ft. VDOT CG-6 '
l •4 i
3,600 sa ft. useable office ` \� ` a
Parking Required: \ _ _
` \ ` �#� � ' ;'' l" ""` L1 1'1' U1� LU 5'1'1Z
200 sq. ft. ' , _ _ ._- - U(.110N
EX. VDOT CG-2
T16 lltSCAV E AM VDOT CG-12:::::: -
PACES
� s
a
18 s '� M, tN 5 Y�o 1-�'
fl ' • mu o:
Xre\ssure\ reated wood Han icapped Ramp. a r i (D
i _ -
s . f t . x .A - _
gross 3 ) �I-- EX. VDOT CG 6
NG: 6 000 q (4'�D � �. __
ED BUILDING:
LD I , eJ c., t � �_-, `�-
PROPOS
floor - 20 f t . eave height PERK TEST ARE
TEMPORARY SILT TRAP 3 DEPTH
"Allroof - pre �\4 \
. f t .(1,200 useable)
s
lob gross
office:
, ads
_._..
ross s ft. _ _ Tf�N�'`
warehouse • �o(�Q g q
LIMIT OF CONSTRUCON -- — �--� ,� , T e Trees
total: 6,000 gross sq ft.
t
Parking Required: P L0ii 5 ,
\ \ \ t. 1 '
1 C VII.aY�.t A IT IG(nATEC� 'J
....:':.:....::.
�' TEST HOLE &YP),
LIMIT OF CONSTRUCTION
\op
I• TOP 145#2210
TOTAL PARKING REQUIRED:
19 SPACES
r'
PROVIDED: SPACES regular + \ \
'TOTAL PARKING? �� - 1 I
handicapped) � \
3 ..
j EX. VDOT CG-2 l c,' � c7F Cx , rvT
ADJACENT USAGE: LOTS 17
AND 18 ARE UNDEVELOPED. r -
Flowering Trees eni g Shrl�S
`• EX. r ,1 T l"'�l f'�t 5Lt -)CAL o
ect to existin se tic s stem and well. `�,, �' � � � ° � V1 \.\ � � ��-�JUS .�� - � � _...
Y
Building will conn g P / 1 P �; (' ? - �'
�v T N?'` �1ONt �5E 8,
VEGETATION �'O REMAIN - - O. �. h T p Y ONE SE
Nc additional parking or other site modifications are planned.
+ 150 L, C.OA1 2�/2:� 1 avc nic,iit to >t;ila c,l> i u.�dwa
p TM 79 PARC. 4 A ,
Storage of hazardous material- shall in accord with all Q'�
I t ���' F' I' �' E ti "T�'�1 E N T (' O R P - __
MOSTLY VA PI 6' clia , 30 & SUME
f state, and local regulations _ 1-1/2 Z. CON TYPE S4 OR S
federal, 1 s g
BLACK LOCUST,, II,ANTHUS AND BUD . -
,�
P.0. R ()\ I III PR=TFD WI SILT FENCE O CONSTRUCTION
_
N (- -),ti 6 5 6 ` SIDE. SFY. EROS ON CONTROL P ' . \ //
�, ���_ � �_ �1�c, rA60r HCY.IAT'jRA►A�5FoKMCR 2-1/2" BST. CONC. TYPE B1 OR B3
'I'Ilis P1.111 Aiiic•n(liiwnt (lishii bs Ic s-S (11,111 10,000 S(111;11*c feet llic i-cforc, no f;rotiioii
Control Plan is being subnitted. 5110u1d additional area be disturbed such that 10,000 or
more s(luare feet are involved, work will be immediately halted and an Erosion Control
Plan will be submitted.
TM 79 PARC. 4D
E R PA. I N(_'.
GREENWI('H OFFICE PARK #5
TM 79 PARC. 4L
W0(A)BI RRN' FOREST S(JHOOL
P.O. BO\ I O
VA
\ = 8" AGG. BASE, TYPE 1 SIZE 21 OR 21A
� ��IP',9APfLWAL ,
COMPA� TED SU GRADE
`7 6� -kD,�' i l 24" R
i
0— LIMIT UI; C0NSTRIJC/1'IUN
/ 0) i
O
�o o j •
TM 79 PARC. 4M 50' BUILDING SETBACK
>-)\V N+'R. ('1- ARl+'S A. \1ARY JAN f
R.T. B(?\ 1 1)
(JIA RL(•)T" F'. 1LLE, V,�
UNDEVELOPED
Z_4A:no, ���l
�,.. _.. �. v- 'v'Y� �• I .». . � m� � � ` 3 �•w.. ,.4 ��p !e.s �F> ........>
AL_13E'1\4AR'1;_A-_-_ COUIN''FY) V1R(___')'1N1/_\
SCALE : i" _. 20' ;>' CONTOUR
4(), 6 O1
ZONING - L I B LIGH i� v �- L
'E�aLLi ;1',eci Boundaries
Rivanna Riven Watcrshed
Lower Rivanna River Subwatershed
Lower Rivanna River E a in
Hunters. Way Ssbbas_L11
NOTES
i. The maximum number of site occupants (employees)
shall be 30. Expansion of the number is subject to
County approval.
2. The septic system if based on an average perk rate
of 52, with a capactiy fo 20 gallons per day per
person. In addition, refer to rezoning ordinance
number ZMA 8609 with proffer regarding domestic. sewer
usage only.
PROPOSED
LAND USE
Total Area of Site:
3.60 Acres
(156,816 sq. ft.)
Greenspace:
93,291 sq.
ft.
59%
Pavement:
290
Pervious
4,100 sq.
ft.
Impervious
41,425 sq.
ft.
Bunlding:
18,000 sq.
ft.
12%
Total:
1000
PARKING
Parking is calculated using one (1) space per 200 square fee
of office space.
No sales or
public display spac
anticipated.
EXISTING BUILDING:
12,000
gross
sq. ft.
office:
4,500
gross
sq. ft. (3,600 useable
warehouse:
7,500
gross
sq. ft.
total:
121000
gross
sq. ft.
Parking Required:
3,600
sq. ft. useable office
200
sq. ft.
18
SPACES
PBUILDING:
6,000
gross
,
xROPOSED
sq. ft. 4 � )
(1) floor
-
20 ft. eave height
"A" roof
-
pre-engineered steel
office:
q,)O
gross
sq. ft. (1,200 useable
warehouse:
.5 6 0
gross
sq. ft.
total:
6,000
gross
sq. ft.
Parking Required:
( I'E+�'
2 Erb P(,O`(C_E5
C� c�c..aY� E
,ANT IGl ('ATEt7
C.oNC �Ll/-�'� C-I,��/• 'STt:�L P'lE�� CAR-�.�E
— Slab
New Pavement
._..�. Compacted Stone
Footing and Foundation Wall COOL -- S. .— - W_ F-A M P -- — 6Z2HC.—F-ArlP i�J r •�o
H
SECTION SHOWING PROPOSED CONSTRUCTION TO MINIMIZE DISTURBED AREA
DETAIL 1 - HANDICAPPED RAMP AND SLOT CHANNEL
N.T.S
// s •
! r
couNTY OF ALBEMARLE
DEPARTMENT OF ENGINEERING ` s , i
GENERAL CONSTRUCTION NOTES FOR SITE PLANS UN TF #S
J /
cd- March 1 1992 '�
Bevis -
1. Prior to commencement of any construction within any existing
public right-of-way, including connection to any existing
road, a permit for said construction shall be obtained from B M•
the Virginia Department of Transportation (hereafter
�4-- ,A „ m r � , A ` I.JMF` D ELEVATION 100.E TOP OF IRON , 0.1-5 -7 ___--- -
_THE SITE
r
�Ilk.
I C
era ftiA Y
Vp I C I 'I"Lx" I T Y 1"0 P S-) C L E: I C) C),
._a�. K:v�*�_:�.�a.ra.«� �.;—..�!r.�..-•-s��s�-x2-�^xs•'�.surr_;.'�t1s.�+r �.��^:-x:�c^.,a.ar:to.s=..n,.u�.-.c..r.�-,�x,�;�.':� _ r�t.2�+.:.
�Pi,'4_'7..1 _..... ;lT.� �.�."'wf«a.:..: BNB' )•.:6h: `:_'•_'tY_'�T7: "S(. -.. �,.fiJ'�'7�3^.'!TZfFT 1..-'•an7n-[cT::T .:.a.: '+� x'^1.�:s.^y^:. •, a:i. ,.. _ _. .... • Z::. i
G • All F CLV Illy mull 11L olaa{aly c. L �.iu....•..0 .•. �.. ........ y.uiv ua•�a vv.•.-. ..i ..... ,. i.... _ _ _ _ _ _ -
methods shall conform to current specifications and standards --
of V.D.O.T. unless otherwise noted
-
3 . Erosion and siltation control measures shall be provided in !/ -''__. -- ___-- --' -- ♦ ♦ �`
accordance with the approved erosion control plan and shall /� �.- -'-- -�" ~r� ` .- LROSION- C 1 ROL MEASURE AS 51�WN O1�TTHI� FLAN SHALL -- -
be installed prior to any clearing, grading or other ,/ �` -�' - - - - -- -- -
/ TO THE LATEST- EDITION---OF`.7 THE -NIRGINIA EROSION AND S NI�f3I�f-
construction. _ EDIMENT
ROL HANDBOOK. _
_- _._- ALL CRITICAL SLOPES AT ROADWAY EMBANKMENT
4. All slopes and disturbed areas are to be fertilized, seeded ,. .�- �. ---�"" = � --- �- _
and mulched. Maximum allowable fill or cut slope is 2:1. ,
Where reasonably obtainable lesser slopes of 4:1 or better ZIj—-- --=- - _ --
1, ,
are to be achieved. S�Z, -' / —' LIMIT OF CONSTRUCTIO _--- -_��_' `�� _ �O, ----
5. All drainage inlets shall have a 2-inch local depression. I ACK 1 - �"-- a --A �;N 5� � (� i- �� �! �`'� �p
6. Paved, rip -rap or stabilization mat lined ditch may be I C �}
/ - \
required when in the opinion of the Albemarle County Director��
of Engineering, or his designee, it is deemed necessary in /
order to stabilize a drainage channel. ;! ' / '------ 40 EACH SIGHT EASEMENT WILL BE
- PLATFED AND DEDICATED -
Manual for Uniform Traffic Control Devices, latest edits IMIT OF CONSTRUCTION - _ VE TATIO O REMAI
8. Unless otherwise noted all concrete pipe shall be reinforced ' - - `�i It I + 10 1IZEES � -_ .__`` \,`\ - \ --- - - - 250' SIGHT EASEMENT
concrete pipe - Class III. l ___ • / ' �\`',
• • ' / MOS"i'L Y V PINE F" d , 30 EL.
9. All excavation for underground pipe installation must comply q • SACK USI' S A.�1D RIDBUD•
with OSHA Standards f or the Construc;-.ion Industry (29 CFR . - � J
J •r4 - pROT• FD WITH S FENCE ON CON UCTION
` \
Part 1926). !; _
- 2.511 S - _
• SIDE SEE O CONTROL PLAN. — 25U' SIGI-IT EASEMENT
Z.
In addition to the above notes, the following statement must be I a _ •-:-5-<y�� r j ___.r � �
included on all site plans which require V•D.O.T. approval. The
statement must be signed by the developer of the prope=ty prior to PERK TEST AREA --- i -- ...-`}✓"•� _.___.. __..._____.______...__ _._F.. __�
tentative site plan approval. ' ii ' J
We the undersigned developer (s) understand that approval of;,NEVI-V-I OT CG-6
_
this plan by the County of Albemarle does not necessarily � • � r' , .1, #s 4• , / �, - _
indicate Virginia Department of Transportation (VDOT)
approval of the plan. Approval of the plan by the County Steps
f my responsibiliin �"T"I r "'.; ` - � t '� - RCI)IAAL%, DI-:iA lu1) well VD DTI -
does not in any way relieve me oty lc p
obtainingfinal VDOT approval prior to the issuance of f '' ` - �' / '�- CLEAR BRUSH AND GRADE AS
,1 - _. EX. VDOT CG-6
building permits and/or certificates of occupancy. ` r
,
NEEDED FOR SIGHT EASEMENT
DEVELOPER DATE
?fP
S
4,
i '! i I I PROPOSED .REMOVE EX. CG-6 AND CG-10
I (
f PRE-ENGINEERE + • ... "� I3 -- ` _ _
STEEL 8lJ1LDING ....�I00,
�- N.c:�nc_ VIAO I I �c I) I31��ticcl Sc:il <<�.fi
(6000 S O. E T} 54
cx 5TW��It�'a � \
F,F, 146.p �"' I �� • -. f P
! .4oLi-5 Y. 1'�;O
t011
yj
00�,
5� 1 7
TM 70 PARC. 4P
HAFNER. J01 IN Y. Z
97
1 00 PHEASAN, V i_N.
(_' H A R L OT T E; ti V I L L E VA ' ' � � � i i +r . _ - ---_ ----__ _ -- - -- ----� •
I �� /
COVERED LOADING DOCK ----N .
tT 0"N / T
e
EXISTING ----- --
1 ,l � _ .! •irk' Z�� f , , -- �
LO ►_2�a -- ---� PRE-ENGINEERED BUILDINGrT
z '
i
• i ' - �� • 5' Concrete Sidewalks �JXl ! I^4
4•C ��
(800 1 X
5l
i
\ - NEW VlJOT CG-6lop
-'� T LIMIT OF C0 S RU(.., HON
`\ . , •ice. --�` J •r ; ;—� - --� - - , ; � -; j �•�- - --�� - �
1EX. VDOT CO-2
t
_ Zr
VDOT CG-12&--r.
SW
Pressure . reated wood Han ica ed Ramp. Maximu o: y
i •Z' �. PP P rr��I
/ ,� EX. VDOT CG-6
PERK TEST ARE - ---------.—
TEMPORARY SILT TRAP 3' DEPTH _�• i \ 1 tt� 1 r '� ,, `•. T , .
,
f K4 ,\
' T
T
�j LIMIT OF CONSTRUCe TION - --r--� _ -.{ �rt Q — Tree �{ s ..
L q
• \ \ f
- TEST HOLE � p) - I y,• �5-?.5 i _ _ _ _
LIMIT OF CONSTRUCTION \ 4 \ \ � I�r ; \ � , r • � � _— - 1 .1 TOP
TOTAL PARKING REQUIRED: 19 SPACES 0
TOTAL PARKING PROVIDED: 37 SPACES 34 regular +
nandica ed i ' \ 0
,i — Q r I
E UNDEVELOPED. - -� �- — EX. VDOT CG-2
ADJACENT USAGE: LOTS 17 AND 18 ARE NDE ED. / _
rn Flowering Trees i Screens ShrS
Building will connect to existing septic system and well. �' \ �� !/1� j ,�.'<_�,R�US
— — -- - \ � � r l 'N T tt4fg7E i A
VEGETATION � O REMAIN - ��/ .� 8 1
e -a c site modifications are fanned. \ \ \, \ O•C•
N `_dditional parking or other p , r L.�JA.T,
--, � A �, � to ii�al�h ruadwa
T M 7 J PARC. 4 A + l s o // o - ' - - - - --- - _ _ _ - _ -- - -- - - - -- - -- - - - ------ -- }
Stora e of hazardous materials shall be in accord with all - �. -- ---- - - -
.TLY VA . P E 6 " dia . , 3 0 �& SOME ��/ �-
Z .
1. c �`� L (.. �i 1 I CO(()R P. \ \a �- - - ---"j " PE 4 OR S5
-
federal, state, and local regulations ,-- 1- /2 T. CON TYPE S
_ BLACK LOCUSTI, ILP►NrHU S AND BUD. � �� . �� , �.� �40
PROTIrTLD WI SILT FENCE O CONSTRUCTION I '`�4 -
t �, ,,.► (� ti ( - \ - - - -_ _ 2- 2 BIT. CONC.TYPE 131 OR B3
SIDE. SEF. E�20S ON COI`TPROL P
8" AGG. ,BASE, TY E 1 SIZE 21 OR 21A
T
COMPAC"I'ED SU GRADE
am dw- BIP RAP SWALE.... 1
7' i i 24" R(P
T LIMI.1' UF C NSl'11UC11'IUN
l liis 11.111 Anic iidiiiciit Ili.iii 10,000 S(111;11-c: (CCI .111c1, the l-cr l-c, do I ;t utiiut1 / o)
Control Plan is being submitted. Should additional area be disturbed such that 10,000 or � / ; j' � � � �►O �'�
moresquare feet are involved, work will be immediately halted and an Erosion Control / i /
o
� / ��� Ali TATU��9 �
Plan will be submitted. �� If TM 79 PARC. 4M 50' BUILDING SETBACK U
jib h`
DWG ER, C IiAR1.1 R1 1,'I
TM I PARC,. 4D
FRPA, I `.c
trltl,E 'Wl(H OFFICE PARK #
(►REE'NAVICH. C'T OO,ti 3 1
SIGNATURES" AP R `V.
Ur`� itf r Cc' F1_;J4NIlJG DEPP� OF. F?JGItE::-'RI.'Z DEPAR21E1,P1. OF ZO,NTNG
I
FILE. = __ C`t _t ref : C17UPTry VIRC INIA DEPA.RTNr
vU;tG IT; IA CF
HIGH;-AYS AND TRANSPORTATION
TM 79 PARC. 4L
�mO b1 [ RRI FOR F-.� F ti(.l 100L
P.O. ROX I t)
PLANT MAT tA1.l��CHEDULE
QUANTITY SYMBOL I COMMON NAME BOTANICAL NAME GT.-SPD. CAL. COND. REMARKS
23 : S
i '
10
39 DG
40
S= GUM
LICU1D;'LPAR Styraciflua
10-4:2"
1- /4-2"
B&B I
Matched, Txell
r, - P n c
NTH TE PINE
PI?.'US Strobus
s ' - 6'
-
B&R
r ul l
BRADFORD PEnR
PYRUS Calleryana ' Redspi.re
6' -8'
3/ 1 "-1-1
2" R&B
'•Iatched
RID LEAF PHOTINIA
PHOTINLA Fraserii
30"-_)6"
-
Cont.
Matched-F-ull
SLENDER Deutzia
D=ZIA Gracilis
18"-24"
-
Cont.
matched, Full
COMPACT ANDORRA JUNIPER. JUNIPFRUS HOR. PLUMOSA' YOM 15"-18" - B&P, Full
RT. -' 1 ()\ ' 1 )
C•HARI-0 1 "I ILLS. VX 22901
UNDEVEL
OPED 0\/ F"10V
IV
\AA
C.W
GCull
t-0fL/A1\J1N11NU� 0( �
CHARLOTTESVILLE. VA (804) 296-2108)
AMENDED SITE PLAN
DATE: 's • I � -• '.1� REVISIONS: ��HEET:
SCALE I'�_��
DRAWN: SAP
CHECKED: '-=-
JOB: -- OF