HomeMy WebLinkAboutSDP200400065 Plan - Approved Preliminary Site Plan 2004-09-30Location on a
N.T.S.
General Notes
Pet SU pp lies Plus
WATER AND SEWER
1. WORKSHALL 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 NECESARILY 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 FEET 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 SITE.
9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE
CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED
TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR
THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S.A,
AS -BUILT PLAN CHECKLIST, LATEST EDITION.
AlbermarleVirginia
Preliminary .s
e Plan
July 12, 2004
ROAD CONSTRUCTION
1, THE ABBREVIATIION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA
DEPARTMENT OFF TRANSPORTATION, THE TERM COUNTY REFERS TO THE
COUNTY OF ALBEMARLE, VIRGINIA.
2. PRIOR TO COMNAENCEMENT OF ANY CONSTRUCTION WITHIN ANY
EXISTING PUBLICRIGHT OF WAY, INCLUDING CONNECTION • ANY
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE
OBTAINED FROMI VDOT.PLAN AS , • ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES •THEREQUIREMENTS PERMIT
■ SHALL
GOVERN.
NOTIFY3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST DEPARTMENT OF ••
HOURS IN ADVAINCE
OF
START OF rU •
4. ALL ♦ T.METHODS CONFORM O •
CURRENT SPECIIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTFED. ALL EXCAVATION FOR UNDERGROUND PIPE
INSTALLATION COMPLY OSHA STANDARDS♦ r THE
CONSTRUCTION INDUSTRY
r r PART • r'
5. EROSION AND SOLTATION CONTROL MEASURES SHALL BE PROVIDED
IN ACCORDANCE WITH THE APPROVED EROSION • '• PLAN AND
MUST BE i ! P■ ■ TO ANY CLEARING, ■. i.♦ OR
OTHER
CONSTRUCTION.,
6. UPON COMPLETIION OF FINE GRADING AND PREPARATION OF THE
ROADBED RADE,CONTRACTOR. TESTS
PERFORMED • ♦ , THE SUBGRADECOPIES
TEST RESULTS ! TO THE COUNTY, IF A
SUBGRADE SOIL. CBR OF 10 OR GREATER IS NOT OBTAINABLE, A
REVISED PAVEMIENT DESIGN SHALL BE MADEDESIGN
ENGINEER AND 'SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
7. ALL SLOPES ANJD DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED.
MAXIMUM ALLOWABLE
.♦ 1 OR
SLOPE
WHERE REASONIABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER
ARE ACHIEVED.
8SURFACE DRAINIAGE
AND PIPE DISCHARGE RETAINED
THE PUBLIC RIG�'HT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BiY VDOT. (ALL DRAINAGE OUTFALL EASEMENTS ARE TO
BE EXTENDED TFO BOUNDARY LINE OR NATURAL WATERCOURSE.)
r: ALL.B INLETFS SHALL:.. i 2 -INCH LOCAL DEPRESSION AT
THEIR THROAT 'TO PROMOTEPOSITIVE DRAINAGE TO THE INLET,
ALL YARD INLEIT RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL
ELEVATION SHO)ULD BE DETERMINED AFTER FINAL GRADING AT THE
TIME OF FINAL OF PROJECT,
10. GUARDRAIL
t,.■1 , REQUIRED
E• LOCATIONS
•.. O
T SHOWN THE OPINION O ! DIRECTOR • OR WHEN,HIS
DESIGNEE, IT IS DEEMED NECESSARY.WHEN GUARDRAIL IS
REQUIRED IT SHALLINSTALLED OFFSET FROM
WIDTHSTHE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND SHOULDEr�i
" BE i
11. WHERE RURAL CROSS SECTION ARE INSTALLED, ALL RESIDENTIAL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
12. PAVED, RIP -RAP) OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED : • S3TABILIZE . DRAINAGE
OPINION ♦ ♦ DIRECTOR OR ENGINEERING R HIS
DESIGNEE,DEEMED
13. • MINIMUM CLEAR ZONE OF FROM OF
PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING
ON THE CATEGORY OF ROAD DESIGN,
14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS
WILL NOT BE ALLOWED.
SHALL15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
BE INSTALLEDBDEVELOPER OPINION
THE DIRECTOR OF ■ OR HIS DESIGNEE,i •
DEEMED NECESSARY IN ORDER TO PROVIIDE SAFE AND CONVENIENT
ACCESS, ALL SIGNS OR OTHER REGULATORYDEVICES SHALL
CONFORM WITH THE VIRGINIA MANUAL F0R UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITION.
16. ROAD PLAN APPROVAL SUBJECT TO FINAL SUBDIVISION PLAT
VALIDATION. SHOULD THE FINAL PLAT F(OR THIS PROJECT EXPIRE
PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE
PLANS SHALLAND VOID.
SPECIFIED17PROVIDE END SECTION OR HEADWALLS C)N CULVERTS AS SPECIFIED,
PLACE CULVERTS IN STREAMBED WHEN POSSIBLE. LENGTHS
ON R SECTIONS.
18. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS,
CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE
THE REQUIRED SIGHT DISTANCES.
19. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE
WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE
LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION
r ALL iL SHALL BE REMOVED FROM
CONSTRUCTION LIMITS OF THE ROADWAY BEFORE PLACING
_1 VIEW .
21. OUTFALL DITCHES SHALL BE GRADED AS• NECESSARY TO PROVIDE A
MINIMUM SLOPE OF 1% FROM OUTFALL AT CULVERT TO EXISTING
GRADE IN EXISTING SWALES.
22. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST
DRAINAGE DITCH OR DRAINAGE OUTFALL, THE PIPE SHALL BE MIN.
6" DIAMETER AND CONFORM TO VDOT STANDARDS SB -1.
23. UNLESS OTHERWISE NOTED.
ALL PAVEMENT RETURN RADII AT INTERSECTIONS ARE 50 FEET.
ALL PAVEMENT RETURN RADII AT CUL-DE-SACS ARE 35 FEET,
ALL RIGHT-OF-WAY RETURN RADII AT INTERSECTIONS AND
CUL-DE-SACS ARE 35 FEET.
ALL CUL-DE-SAC PAVEMENT RADII ARE 45 FEET,
ALL CUL-DE-SAC RIGHT-OF-WAY RADII ARE 55 FEET.
24, USE STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE AT
ALL CUT/FILL TRANSITIONS AND GRADE SAG POINTS,
25. ALL REQUIRED SIGNS TO BE FURNISHED AND INSTALLED BY
DEVELOPER, PRIOR TO ACCEPTANCE.
26. DEPTH OF DITCHES SHALL BE INCREASED TO A MINIMUM OF 2 FEET
IN A, TRANSITION BEGINNING 20 FEET UPSTREAM OF CULVERT: THE
DITCH SIDE SLOPES MAY BE INCREASED TO A MAXIMUM OF A 2:1 AT
THE CULVERT,
27. A MINIMUM 2' DEPTH IS TO BE PROVIDED FOR CLASS 1A RIP RAP AT
ALL PIPE OUTLETS,
28. ALL DRIVEWAY CULVERTS TO BE 15" CMP, MINIMUM LENGTH 24'
COVERSHEET AND NOTES
SURVEY BASE
LAYOUT ■ ,
GRADING AND UTILITIES ■ ,
LANDSCAPE
Reviewed and App V
communityV tlo gent . 1
Date:Se0}e�+.L4_,_3_0 20oY,
bSp�y-abs
ITEM EXISTING PROPOSED
BENCH MARK
PROPERTY-RoW LINE
SETBACK LINE
011 T♦!'
INDEXCONTOUR
BUILDING
FENCE
GUARD RAIL
PAVEMENT
TREE
GAS LINE
WATER MAIN
WATER VALVE
STORM SEWER
SANITARY SEWER
INLET
MANHOLE
OVERHEADUTILITY POLE
TELEPHONEPEDESTAL
ELECTRIC
=r •
OVERHEAD TELEPHONE
EASEMENT
SWALE/DITCH
■ i • 4 ■
♦ ■ METER
DUAL ,
PEDESTRIAN PATH
MATTINGDITCH
---40----
-y-
--------------
-G----G---G--_..
-W--p- -W- - -W- -
®-W- - -W- - -
-S- - -S- - -S- -
---- ------ --
O--S- - -s- - -
0
-OHE- - -OHE- - -OHE-
-UGE- - -UGE- - -UGE-
-OHT - - -OHT - - -OHT -
------------
1
2
3
4
5
-S S_
- - - - - - - - - - - - - - - - - - -
Standards
'•: and Specifications
1. VIRGINIA r. ra. OF TRANSPORTATION • ROAD D N BRIDGE
SPECIFICATIONS, DATED • r i
2. VIRGINIA DEPARTMENT OF TRANSPORTATION N.D.O.T.) ROAD AND BRIDGE
STANDARDS, DATED 1993.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL
AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, THIRD EDITION, 1992.
j ALBEMARLE
.l1 COUNTY SERVICE
AUTHORITY
•r.. GENERAL WATER
AND SEWER
CONSTRUCTION SPECIFICATIONS, ADOPTED JANUARY 15, 1998.
SURVEY AND TOPOGRAPHY
1. BOUNDARY AND FIELD RUN TOPOGRAPHIC SURVEYS PERFORMED BY
ROUDABUSH, GALE & ASSOCIATES, CHARLOTTESVILLE, VIRGINIA,
JULY 11, 2002.
MINIMUM SETBACKS:
MAXIMUM BUILDING HEIGHT:
TOTAL PARKING REQUIRED:
TOTAL PARKING PROVIDED:
SITE AREA:
BUILDING FOOTPRINT:
PAVED AREA:
TMP 061WO-01-OA-00400
RIO
ALBERMARLE CO., VIRGINIA
WESTFIELD
1
B3
C1 COMMERCIAL
C1 COMMERCIAL
FOOD STORE
19
BUILDING- 30'
PARKING- 10'
It1n
58 SPACES
58 SPACES
44,721 SF (1.02 AC)
11,445 SF 26 %
23,555 SF 53 %
TOTAL IMPERVIOUS AREA: 35,050 SF 79 %
OPEN SPACE: 9,621 SF 21 %
TOTAL AREA: 44,721 SF 100 °%
OWNER: SHEOU-JONG CHIANG
110 COMMONWEALTH CIRCLE
CHARLOTTESVILLE, VA 22901
DEVELOPER: PSP VENTURES L.L.C.
32400 TELEGRAPH ROAD
SUITE 200
BINGHAM FALLS, MI 48025
11INZRIMb - t,
µ;` '_ p l)
Guadalajara Corporation
Westfield Subdivision
Section 1
Block A
Lot 2
Zoned C1
Guadalajara restaurant
TM 61W
Parcel 10 061W0 03 00 01100
Whiting Oil Co., Inc.
N/K/A PH Propoerties
Westfield Subdivision
Lot 1A
Zoned C1
Convenience store
& 9as statio
TM 61Wn
Parcel 10 061WO 03 01200
n
O MOA Portfolio I Ltd
Wiestfield Subdivision
Section I
\ Q Lot B2
J ° Zoned HC
Super 8 Motel
TM 61W
\I ' 'K-1+ 1 Parcel 10 061WO OA 005AO
O
' P.
'D -vim
a �4 — — -- — __ —
co
jj---7- 1 f
\ j r` t d i � �.S`I ! �- — — — — — — — — — — — -- — — — —
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0 0'- -629'4 " X
Z� �ko ri d ti e P I ! 6 �� X`T
r;
l p rp
Xj I X 9 c� / P t E_;*®_,_a.__®—__..__..._o.._.—_..m4.___......___.___...___ J I
+ 1 �x
I — X o ! ,'i ! 1 s f i �C G)
9 _ _
-41
' iLLC
Westfield S bD vis on
x / 9j Iii X S Bl ck
V�` e 1 j / r Lot 5A1 & 5A2 Parcel X
ZoneI 11 l 1 I 1 P ?y i / /,� %/ StarbaseTM
dA 1.plha
f ar P I I , X ' i j j Parcel 10 061WO 01 OA 00200
r, ! II �� I I I 0/ 1
j ! i I / � /� j f
�r �t {f ! 1 i � i �
R n I P Ip + '�}-� 1 i 1 \! I i �i X
„. I! o '-------------------------
r----.--------------------iC
X�X p
tj
X.
�J / II
�\Westfield Su ion
ent Ltd
Section 1WM m
0) f Block B s
,
x ` r X X x f / N c> �\S i / Zonet I Cl q, �C \
/ Vacant restaurant
TM 61W O O
Parcel 10 061WO 01 OA 00300
i u 1 � f � i _
ar I r ' 1 OJ
QP
TI� n tP gS ti 'ii X ! 1 I X( X X J x
EXISTING FIRE HYDRANT it (51
3600 GPM _CP
cp
X_ 5C
'30 1 2X
I -
n 50f2' 509.46 i I \ NA j0 RE s \
___-�-------------I _-f -------- --�-------------- ---�------- ----- \
- \
���✓ ���� -=\'o =- - ---- -
500,4f
1 _J
UT.LITY FASENI- T FO Z
I sow 1 AEARG'OUIV S`/�35a'03"QLEM�
SER VICE E A U THOPIT Y — — — -- — -- — -- — -- -- — — -- -- — — -- --- -- -- — —
ADDRESS: 1240 SEMINOLE TRAIL
CHARLOTTESVILLE, VIRGINIA, 22901
OWNER:SHEOU-JONG CHIANG
110 COMMONWEALTH CIRCLE — —
CHARLOTTESVILLE, VIRGINIA, 22901
PARCEL 10, 061WO 01 OA 00400
MAGISTERIAL DISTRICT. RIO
SUBDIVISION:WESTFIELD'8M LOCATED ON PINI OF S'TOPr�1 MH /
SECTION; I ASSUMED ELEVATION OF 500.00Xn
LOT: B3
DEED BOOK. 1548, pg 037
ZONING. CI COMMERCIAL
EC ENTRY CORRIDOR
AN ASSUMED ELEVATION OF 500.00 WAS USED.
PRESENT USE. VACANT, FIRE DESTROYED RESTAURANT
THE SITE DOES NOT LIE WITHIN THE RIVANNA RESERVOIR WATERSHED.
THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE.
�P730
!
0634P, "W
3 �%
5 3 43,1138'
r ROUTE 29 (SOUTH) -- - - -� - -
/7/W ± 160-_
301 (East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and pians are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Revisions..
1. f - •COMNENTS
Scale:
1" _= 20'
Date:
09/07/04
Project No.:
13413
Designed.
1t7AS
Checked:
JFA4:
0
U
r�+4
Revisions..
1. f - •COMNENTS
Scale:
1" _= 20'
Date:
09/07/04
Project No.:
13413
Designed.
1t7AS
Checked:
JFA4:
EX ELECTRIC TRANS
DISTANCE FROM ENTRANCE/EGRESS POINT
TO INTERSECTION OF GREENBRIER DR. AND
ROUTE 29: 270'
WHITING OIL CO., INC.
N/K/A PH PROPERTIES
WESTFIELD SUBDIVISION
LOT 1A
ZONED C1
CONVENIENCE STORE & GAS STATION
TM 61W
PARCEL 10 061WO 03 01200
9.04 s f
- - - - - -
I I
?
i
\M
z ; 'r 5 )ARKING SPACES 5 PA KING SPACEc
1,
J, 1
f Tyr �r, II .43' 59.3'
011
'
+,.,��.y
T-. '' C 16 --,1 /.2b.50' Y'
S i -
_ a t
fr tr` J
X4.38
r < \
:
iy <
' SECS BUILDINGr
:. 2
r {Yrs N '+ ! '' f" FFE = 504.25 -
' i ; !/? 1 _! C3 a.S' 11,445 SF
1 ' (UJ
,.�
�jv,.'.,t�
LO
WM MANAgVGEME/NT L TD.
aQ CY
ZONED 1
TM 61W
f J PARCEL 10 OA 00300
t� �.,. � fi, 06 01
CO
47.84' 68.77'
�s \ I cQ rn
ti i .4 L! fA
UILDIN
S. Ta
AC
CD
i \ 3
i.
A SPA ES
14 N
FiiCl
f
1
?s I; 140?01
f,P
5306, ._ _;. = 54965�9-p r -__ �Ci<
3
r
dy �`
ra- �
.9 d
r
,e
1 t
,U:Z;e
j
t '
., .. ?.
t
v-
l 4 _1"_
a„
T �wti
�_ r.. ? ._.... .._s ...
r.
�5
I. s,
e
3
s. EX. GAS TRANSFER STATION
/ r
EX. EXPOSED GAS PIPE
Scale 1"=20'
Contour Interval=2°
0 20 40 80
'
'/91.
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeeGarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves Its common law copyright and other
property rights in these drawings. All ideas,.
-designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any fora
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Revisions:
1. • rCOMMENT'S
Scale:
1":= 20'
-Date:
09/10/04
o pm.i
0413
Designed:
WAS
Checked:
JHt4:
r Tl
C)
U
au
Revisions:
1. • rCOMMENT'S
Scale:
1":= 20'
-Date:
09/10/04
Project No.:
0413
Designed:
WAS
Checked:
JHt4:
TOOPP EL 502
%
09/10/04
DRAINAGE EASEMENT
if Designed:
{;
'
Checked:
I
DB 403 P 30450,'
(TO BE ABANDONED)
PROPOSED 45'°
RCP STORM
/ /
/
DRAIN PIPE
rvrrrnrn nT.-tram
50 .7
.. t!{ � .. /
� ;I
f
f
I
I
�\
\
�\�
�
V "
f�\I
•-r\
O
EXISTING 40' UTILITY
(GA S) EA SEMEN T
DB 290 P 441
DB 497 P 343
Scale 1"=20'
Contour Interval=2'
0 20 40 80
.A I 'd jr,
ZV
WKEE CARSON.
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 East high Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd.
reserves its common law copyright and other
property rights in these drawings. All ideas,
designs, sections, details, and plans are the
property of McKee Carson and Field Sport
Concepts, Ltd. These plans are not to be
i
reproduced, changed, or copied in any form
I or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Revisions: I ■
1
2. WALL 1i i"FV TS
—.y.�.
4 Scale:
,j
i
)'
09/10/04
Project No.:
if Designed:
Checked:
I
C1J
ei3
Revisions: I ■
1
2. WALL 1i i"FV TS
—.y.�.
4 Scale:
,j
i
)'
09/10/04
Project No.:
if Designed:
Checked:
I
lkml_�_
Code Scientific Name
Common Name Quantity Caliper Size Root Comments
AR
Acer rubrum 'Sunset Red'
SunsetRed ma le
4
3.5"4'
09/10/04 1
Project No.:
0413
CA
Clethra ah-dfol ird'
Humpjn bird clethra
48
24'1-36" Ht.
CC
Cercis candensis
Eastern redbud
6
1.75"-2"
B&B
CF
Cornus florida
BpmLerj
Jng do
4
1.75"-2"
IG
Ilex glabra'Shamrock'
Shamrock holly --64
24"-36" Ht.
IV
Itea yirWp'ca 'Hs Garnet'
Hs Garnet sweets ire
31
24"-36" Ht.
FA
Fra,,dnus americana
Whiteash6
3.54'
B&B
FG
FothergWa gardenii 'Blue Mist'
Blue Mist fothergffla
20
24"-36" Ht.
NS
yssa sylvatica
Black gtun
4
3,54
B&B
RC
Rhododendron catawbiense'Albuni'
Album rhododendron
11
24"-36" Ht.
VM
Vinca minor
Dwarf 9 erica' e
4" Pots
(3) RC
(7) FG
(8) IV
(8) FG
(23) IG
(5) FA
(25) CA
(16) IV
(1) CC
(1) CF
(1) CC
(1) CF
(2) CC
-(I) FA.
(7) IV
(5) FG
(4) ITS
ti
Existing Landscape Key
0 WaSTING SHRUBS (ALL 12 TO BE REMOVED)
C) DMTINC TREES (ALL 3 TO BE REMOVED)
Immo
Contour Interval -2'
0 20 40 80
A 1 A
McKEE CARSON
CONSULTING ENGINEERS
LANDSCAPE ARCHITECTS)
LAND PLANNERS
01 East High Street
Charlottesville, VA 22902
434-979-7522
www.mckeecarson.com
McKee Carson and Field Sport Concepts, Ltd. —1
reserves Its common law copyright and other
property rights in these drawings. All ideaE;,
designs, sections, details, and plans are the
property of McKee Carson and Field Spod
Concepts, Ltd. These plans are not to be
reproduced, changed, or copied in any form
or manner whatsoever, nor are they to be
assigned to any third party without first
obtaining the express permission and consent
of either McKee Carson or Field Sport
Concepts, Ltd.
Revisiom:
-WT5
2. 9/10/04 - CO. COMMENTS
Scale:
I":= 20' 1
Date:
09/10/04 1
Project No.:
0413
Designed.:
WAS
Checked:
Jfim: