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7777711
H`
ZENON
STORAGE SHED;
TYP.
PICKET PRIVACY
FENCE; TYP.
OPTIONAL WINDOW—/
TO MATCH BOTTOM SASH
ELECTRIC
SERVICE PANEL
--- --- NIL # OF STAIRS
VARY ON FINISH GRADE;
1/4" =1'-0"
1/4" -1'-0"
Xn'1 Ec-:3,�
� 9ESENTED TO, A 3_ 0 z /9 3
'2s
Albemarle County, -Virginia
Owner/Developer:
The Sycamore House
1108 W. Main Street
Charlottesville, VA 22902
/JI r�
McKEE CARBON
CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS
301 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(434)979- 7522
Scale 1 "=20'
0 20 40 80
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 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.
Tree Canoe Calculations
soapy u on a nd us g a es pro
CALCULATIONS:
Site Area = 225 acres.
Credits: Open Space 10.39 ao)
Basis for Canopy: 186 acres
Area of canopy needed Is 10% of 1.86 acres (.18 acres)
EXISTING TREES TO BE PRESERVED
Two type Quantity Haight at Amount Height In Width Width In Are% of
Total area
Planting of Growth 10 years Multiplier 10 years Canopy
of Canopy
(loot) in 10 yrs (height . (ht in 10 (each)
((sell 10 yr yra. - Igoe
growth) multiplier) belowl
Maple 1 16 17.14 33.14 0.73 24.19 459
459
McDle 1 W 11.14 31.14 0.73 31.87 797
797
Leyland Cypress 6 18 10 28 0.23 6.44 33
166
Leyland Cypress 3 13 10 23 0.23 6A4 33
99
Dogwood 2 12 10 22 0.74 1628 208
416
Cherry 1 12 15 27 t00 27.00 072
White Pine 3 12 20 32 0.60 10.00 201
672
603
Magnolla 1 10 t0 20 0.67 11.40 t02
102
EXISTING TREE CANOPY (FTI
3213
TREE CANOPY (ACI
0.07
STEP 1: DETERMINE TOTAL CANOPY CREDIT FOR SAVED TREES
Calculate areas of canopy saved on -site. Multiply by 125.
(Existing tree area caved on-eitel
(32131 X 0.251 = 4016 SF (.09 AW [THIS IS THE CANOPY CREDITI
®4•PS
STEP 2: DETERMINE REQUIRED CANOPY
'
(Basis for Canopy- sea "culations below eAsting free section) X 1%) • X SF (Y AC.)
,
(1.6% A (0.101 = 0.16 SF 10.00 AC.) [THIS IS THE CANOPY REQUIREDI
STEP 3: DETERMINE ADDITIONAL CANOPY REQUIRED FROM NEW PLANTINGS
F'
Subtract canopy credit from required canopy
[STEP 21 - (STEP 11= NEW CANOPY REQUIRED
2 P'
0.18 AC. - 0.04 AC. - 0.09 AC.
STEP 4: DETERMINE IF ADDITIONAL TREE CANOPY IS NECESSARY
YES,
TRANSPLANTED
Ot Pin Oak at 10' = 329 SF
TREES; TYP. -
NOTES:
A 10% Tree Canopy value was applied to the site based on dwelling units per acre.
1- AS
An average 35' height was assumed for the exi6ing trees on -site.
Values for the Area of Canopy provided above were taken from the Albemarle Trea
In in b t f I I
C C410 fall Chart to
a
ona judgement. _r =
Areas used to determine Open Spats Credits have been Identifled on the plan.
I
Trancnlan+ .Cii'hprliilp
ID
SPECIES
TA
LEYLAND CYPR
T•2
LEYLAND CYPRESS
T-3
LEYLAND CYPRESS
T-4
LEYLAND CYPRESS
T-5
I LEYLAND CYPRESS
T.6
RED MAPLE
T-7
CHERRY
T-8
LEYLAND CYPRESS
T-9
LEYLAND CYPRESS
T-10
LEYLAND CYPRESS
T-11
.1. MAPLE
T-12
WHITE PM
Landscape Key
!r + 1 EXISTING TREES
J ioi,oi PRESERVED
a°• x 0 PROPOSED TREES
y
LIMITS OF 20'
'NO CONSTRUCTION'
BUFFER. DO NOT DISTURB.
/,
Till
i
-CD y
i t
�t
1Z" TL/LlR �C
PC7PLAR 1 >{
i 1
4 if
1
R
FA
1
r_ �Bra'fi
41
24' OAK
'\ yil-,....,.,,., c,,�,y41fi.,:._•-->_J y7'�. '`�, ��� n u
20, W1.
EASEMENT
Notes Dascrlolion Common Name Quantity Calioer Size Root Comments
AG
Acer I'-
P etbark Maple
14
1.75-2'
10-t2'
BAB
I
S "ht trunk• branchinbe ns at 2'• balanced head- same source
AS
Acer sac 1:mn 'Green Mo t h'
s
2
1.75-2'
10, 12'
Bab
hi
V IruNc• Wanchn ns at 3'• balanced he
ASt
I Acer %accharum 'Green Mounlan'
I S ar Maple
1
3.5.4'
1244'
Bab
Slrai ht bunk• branchln basins at X: balanced hoed
C
Car I s carollni na
American Hornbeam
1
176- '
1 1 '
Ual hl trunk• brenchn beclim at 2'• balanced head
CO
Cedrus deodara
I Deodar Ceder
2
12-14'
BAB
Full toground; stra t• dense b"nchinpyramid atform
HH
Hedra helix
En Ish G
2300
FLAT
Dense farm, ood health ; color• uniform branchln I8. O.C-
JH
Junl erus horizontals 'Ben Harbor'
Jurd r
340
1G
Dense form; need, health color• uniform branchln - 60' O.C.
M
Ma noila r ndiflor
Southern olla
1
12-14'
BAB
Full to und• stra 1• dense branching; amid I [arm
MP
rice eons IveNca
Bayberry
56
24-30"
3G
Dense form• and health color: uniform branchln 48' O.C,
PA
Pkee abtes
Notwe uce
d
f0-12'
Ba8
Ful to ound• afro !• dense branchh remklel form
PR
Pious realnoae
Red Pine
3
12-14'
BaB
Full to ground; stra t• dense branchn ramldal form
P
Pinua slrobus
white Pine
9
12•14'
8a6
Full tomound; straight: dense branching, r mldal form
PL
Prumts lawoceresus 'Olio L ken'
Laurel
56
30.36'
3G
Dense form- need, health color• uniform b(anchln • 42' O.C,
OP
Q arc alustrl
P Oak
1.75- '
1 -1 '
Ira) ht Ir nk• hr nchln'ns at '• balanced head
UP
Vlmus arvifd(a 'Alfas'
Chhesa Elm
9
2.2.5'
12-14'
Bab
StraI ht IruNc- branchha be 'ins at 3'• balanced head: same source
t
i `.
THIS SHEET TO BE USED FOR
LANDSCAPE AND LIGHTING PURPOSES ONLY
7 v d
<
r
/
9- UP
r
2
S
Ili
=v
12- p4
�.•�.�
`�... 1
�At1 ter,."r..:�-
g
BIOFI_TER SPECCES SHALL INCLUDE
NATIVE GRASSES/SEDGES PLANTED IN
PLUGS AND/OR SEEDED WITH HEAVY
ER08ORAWN CONTROL MATDTINWITH
G (OR EQUAL)
PER OPTION 3 IWILDFLOWER MEADOW)
IN THE WATER PROTECTION ORDINANCE OF
THE CODE OF ALBEMARLE- SPECIES SHALL
CONSIST OF 50% AGROS70 ALBA
REDTOP GRASS) 30% CAREX LURIDA
SHALLOW SEDGb, AND 20% ACORNUS
AMERICANUS )SWEET FLAG IRIS). SON.
MEDIUM SHALL BE PER OPTION 3
GUIDELINES
• /Notes
I. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNWER ON ISSUES RELATIVE
�\• A ! TO METERING FOR COMMON AREA LIGHTING OVERALL CIRCUITRY FOR EXTERIOR
SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BUILDING.
1(SWAH) 2 FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL.
UTILITY f 3. CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO
7:•. n� ``+ ;r•-•4,A r, �� EASEMFdpt? i ` *'f� - .3 i IRRIGITION SYSTEM INSTALLATION,
j.
X6' 164,677E ' �+ d. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING
SOAK ,r,,,;J� .vi A �✓ f.• + w FIXTURES.
S. ALL SPECIES SPECIFIED GREATER THAN ONE SHALL BE ORDERED FROM ONE SOURCE.
) r ' !` J i 7 a 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE
�+ CAN/RfTE
K( f , ( / j , \ �'i, ;� v ANY SUBSTITUTIONS OR CHANGES. IF SCHEDULED TYPES ARE UNAVAILABLE, AND
FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE
[SEED DISTAttJJBED ( ` + / ( J j v LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. CONTRACTOR SHALL SUBMIT
A 1 t AAEAS O1NLY) \, s I j 1 S /' y THESE SUBSTITUTIONS IN WRITTING.
FEN SPACE
u 1 > "` t • t,� Y / 1 , /% f i i/ r• j �: P0.24 AC.1 J. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TINE OF
A \ (/ � / �l � DELIVERY AS WELL AS t1FTER INITIAL PLACEMENT PRIOR TO PLANTING.
S. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT UST AND REPORT
'TLC ,'va• \ -. ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT NM[EDIATELY PRIOR TO ORDERING.
r 5: "O '\, 1 - GENERAL LOCATIOW�Y C�� `��•_'/ '-�,t-•f --
OF PICNIC TABLE I r STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. TREE PLANTING
AND GRILL -- r 1 S SHALL BE CUT INTO MATTING OR OTHERWISE PERFORMED IN A MANNER THAT DOES
NOT COMPROMISE THE INTEGRITY OF THE SLOPE.
i A _
9. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED
GRADING.
fO. GRASS SEED MIX SHALL BE EITHER REBEL I OR REBEL III TALL FESCUE BLEND.
//f • _. � --.: '- � acz3- ,. ,,�i�'r�"""^�++o:.. - � tj 11. SOD SHALL BE TALL FESCUE BLEND SIMILAR TO SEED MIX
.wa('. 1 N DIAMETER ARE TO BE PLACED
2 APPLIED TO AN2E DEPTH.MULCHPLANTING
ULC WR RINGS 2 TO
BE DOUBLE SHREDDED DAR, HARDWOOD
10- PL
-...__„ AROUND ALL TREES NOT LOCATED IN PLANTING BEDS
,m.._<,--_, t3.FOR TREE CANOPY CALCULATIONS SEE TABLE THIS SHEET.
14. OWNER RESERVES THE RIGHT TO SUBSITUTE GROUNDCOYER PLANTINGS.
RlO 10AD WEST /J -"'"'--^-- �,- _ 16.SEE ADDITIONAL LANDSCAPE NOTES ON SHEET It
IB. AERATION SHALL BE PROVIDED FOR THE EXISTING OAK TREES AFTER FINAL GRADING.
11. SCREENING OF THE SLOPE BEHIND TOWNHOUSES AND OFFICE BUILDING SHALL BE
APPROVED BY THE COUNTY LANDSCAPE PLANNER.
_ 18. THE SQUARE FOOTAGE OF THE PAVED PARKING AND VEHICULAR CIRCULATION AREAS IS
43 ! i "` --- _ EQUAL TO 22.626SF (0.52 AC.). THE REQUIRED INTERIOR LANDSCAPING IS EQUAL TO 1,131SF
/' 10.03 AC,}, THE INTERIOR LANDSCAPING PROVIDED (INCLUDING 6 LEYLAND CYPRESS,
t0 MAPLES, AND 24 SCHIP LAURELS) IS EQUAL TO 3,000EF 10.01 AC.1.
i
s},r p /% - _-, - l •`- Scale 1'-40' Contour Interval-2'
-ENTRANCE TO /
a BE
RKMAR CIRCLE
t �'o
/%I-r;
McKEE CARSON
CONSULLNG ENGINEERS
LANDS CAPEARCHITECTsi
LAND PLANNERS
3a1 EatiH6n swat
Gheru6lavte,VA225Q2
434 979 75U
Lwao Canna arJ 1140 BpaiCanopa, Di
�aserroa npmerrn ha ooV*17hlwM temr
popallrgY n tuna dawi=pa All ldeeh
wWry Yd M.K. G.-sM I"Spat
smropb, Ltd. Thaw pion ea not b ba
Waduwd, phw JW. a wOw in any tam
aMaavennaa:a twY4 be
eulAnadta ury twd patyaTt:Mfrn
W. arq aoarynem ven.ene a4axanm
aFoutxrW c_.F Hsm
Revisionv:
LU9/13/02 CO/ACSACO&UAIPNIS
210/24l02 CO,
C06LNPN'1S
CO
-2L ll%1122%02 ARBREREDUWMINS
Scale;
H:-1"=40'
Date'.
U7/24/02
Project No.:
9923
resigned;
51V8
Checked:
h1EK
171..
Of: 1711
It1�1
NOTE: THE 810-FLTER IS NOT TO
BE INSTALLED UNTIL THE SITE IS
ADEQUATELY STABILIZED ACCORDING
TO WATER RESOURCES PERSONNEL
(434) 296-5861 BOTTOM OF POND
EL. 519.00
TOP OF BERM SOL MD( TO BE STABILIZED WITH
EL. 623.00 SOD ALONG WITH TREES AND/OR
r\SHRUBS LISTED ON PLAN
48' RCP RISER -
TOP 620.70
OUTLET BARREL
18' CONCRETE
NV. 5t4.40 ---�
NV. IN514.50
CONNECT UNDERDRAIN
PIPES TO OUTLET STRUCTURE
6PERFORATED PVC PIPE a 1% MIN. SLOPE
PERFORATIONS TO BE MINIMUM OF 4 1/4-
HOLES 12' O.C. FOR ENTIRE LENGTH OF
PPE N UNIOERORAIN GRAVEL.
SOIL MIX MUST BE LUCK 510•FLTFR MIX OR
TESTED AND APPROVED EQUIVALENT, SUC AS -
50% SAND / 30% TOPSOIL / 20% LEAF MULCH
(SAND: 0.02'-0.04', ASTM C33 FINE). FOR MORE RISER
INFORMATION CONTACT WATER RESOURCES
PERSONNEL (434) 296.4861�
TOP OF BERM (523.00)
610.00
UNDERDRAIN GRAVEL')
(AASHTO M43, 1/2'•1615.00
WRAPPED N FILTER REMOVE SILT AND SEDIMENT
FABRIC BELOW UNDERORAIN LAYER
AFTER FINAL STABILIZATION.
PROVIDE PIPES ACROSS BACKFILL WITH LOAM OR
ENTIRE WIDTH AT 20' O.C. GRANULAR EARTH FILL BELOW
WRAPPED IN FILTER FABRIC UNDERDRAIN LAYER.
SEDIMENT BASIN RETROFIT TO 13I0-FILTER oo�a
SECTION N.T.S.
GTOPM GFWFP gTRU('T11RF RCHFI)tII F
ID
TYPE
TOP
ELEV
INVERT
IN
INVERT
OUT
PIPE DESCRIPTION
q
0.00 Llf 24' HOPE a 1.00
123.00 Lr 1 a L47
A-3
MH-1
634Ai
530.04
625.43
37.50 LF 15" HOPE a 2.00%
A•4
M -1
6 7.
6
30.
60.00 16 E n 6.76 ,
A-5
IN-3B• L : 6'
544.63
538A2
536.85
116.00 LF 16" a 4.0
A-6
D-7
64 60
--
27
9-4
MHA
537.00
631 4
B 0.7
131.50 LF M- HOPE a 4.50'.
B•1
0I-7
54063
4
b 7
24.00 LF t5 HOPE a
-7
547.25
640.14
48.50 LF 15' HOP 0 4.00%
-3
01-7
647.50
--
642.00
A•3
9H•1
5 4.41
524.53
525,43
03.00 LF 16' HOPE a 1.00
CA
DI.38• L 6'
533.26
526.16
626.06
15.0 15' HOPE 0 t0
•-
H R
526431
A•4
MH-1
537.00
fi 1.04
b .79
46.50 F 15" n 1,OOX
D-i
DI-7
535.00
--
5 t50
EX
01-33
520.50
513.11
512.40
64.50 LF W RCP
-1
R
5 .7
1 .
.10
0 U
a
x ALL YARD DRAIN PIPE TO BE 12' HOPE
NYLOPLAST 24'
INLINE DRAINS W/ f
P i t 12"HID HOPE MN. w
TYP. SEE DETAIL
_
..( f
1
f 1 ,
YARD
/ DRAIN 3
t
RIM 6403t; )
r
TOP OF WALL
CIIINOUS
2.0' MAX. HEIGHT
!! TW 550.50
0i;;
4 14
r vrf / 54063
J d J tz r ,t o ARD
i d yl JI 0tI 1 DRAIN 5
� /!a/sd0 RIM 5471 0
�fTW:550.50
QQ/
j
-�'M1%,..•.
is...(, / j ^%N; "CONSUL7 WITH OWNER
VA. POWER
Dam NENr EASEMENT
0631-002485-0501 f
I 1 j
A-6
'r1J y.Rl 5084
y I ., 3.�, .l �"=•.y--�-.•..., t�p(�t_._../ W/ IDENTICAL 09d l�r
FL3_��\__yy'-r' 15 RISER HEIGHT j :1
✓" 'wj`: ®° _..+'b., ,'� `; :. „_ 'RCP .--_6•_>r,,,
540
I
p
/ r
/ 20, SEWq? r �,,tt_/y / ��STORM MN
1 `���\ /- TOP x 524J5
E.B E500 pp. 745 /PEA 1 y J s ° .%�' J .-,F- f8' IN'/- IN < 515.7
1T 1 I5�% v•:-' : - \R '�', ` a" 1NV, GUT _ 514.9
r ,'' EX 1 v.,•, 1 i r' 2'
1 f \ 1 A/' '� �J'�� 1 •1
521
EX. S `_"- i/( OF4 ae, - I
r 1 t 1 � ; llvyrE tvArFn Ne a„T,�1
SAA! TOP:507./�K / 714. U �VDOT STq.
24 ' 528.0./- CG-12 t 0 I +•..,�` .,� !' ! r r"^
SEE SHEET�' EX. HANDICAP
REPLACE )`"•,. t
t r 7 ir" / i - TpENON - I �•; ( SECTION OFM 1 t^ f
7d a f DRAIN ^ -,_0 ' CG-6 JOINT t
S'r15' GAS TO JOIVT -m /
S Tz
bX7.5./- ph'� EASEMENT FOR
+( 53�.93' •.-, {tK �EX, 'S'i 4' P.f, GASCWE /• ! .a .
•c'"?'t r.,.rTr 1 '1 \ OQ@`!REPLACE
C9MMER.// 1 r =� FNTRANr:F W lTF1 f`(:-R . S'"•
!rOUT
19.00 SIR
x9 WATER QUALITY
CONTROL.AREA
_ T • 18K)FLTER)
l A-�-
��••L -63n r 1 -� �`��, d's�1
EXIST. SECTIO
DF3B, L : 12'
TOP : M2.1
INV = 512.4
SAN,
z- C�MANROLE
.. \5
I
� ir/CLASS Al
RIP RAP Y
1 THICK
!�
-'--A-- ENERGY
\ DISSPATER F
\ SEE OETAL: t3
1
�11_"
\1SAN. SEWER
EA0SEMENT
O.B. 1500 pp. 245 IPLATI
J � Asa
N 1
0 f EX. SHED
,�' ; :_, •.•:. ` 65138 �a4.t + _ 20' DRAINAGE
_ 55t40\ r` AND/OR UTiLITY ESMT.
D.B. 414 p•323
86tD t _
.,_ 66038 ! ry ° Notes
1 BE SPOT ELEVATIONS BOOT AT F CURB
INDICATED ON THE GRADING SHEETS SHALL
BE CONSIDERED BOTTOM OF CURB
N„h
d60.60 i •''''"" n +:•' yy� ) �J 2 GRACING ON CRITICAL SLOPES PER APPROVAL BY ALBEMARLE COUNTY PLANNING
"'!' :•; ':•i', i �T'• + ? COMMISSION (SDP-2000-134 APPROVED ON JANUARY 22, 2002)
STAIRS WITH
7 - 6' RISERS, 660.40 sl 3. PARKING LOT TRAVELWAY (AN AREA NOT ADJACENT TO PARKING SPACES)
1 i GREATER THAN 10% WAS APPROVED BY THE ALBEMARLE COUNTY PLANNING
! b T �t COMMISSION! ISDP-2000.134) ON JANUARY 22, 2002. T.
__ k
f° A. STORM PIPES SIZED i0 CONVEY 10 YEAR STORM EVEN
KEEP GRADING!AND T I / 4
OTHER CONSTRUCTION 1 / ` 5. THS DEVELOPMENT PROPOSES TO PARTICIPATE N THE COLONIAL AUTO REGIONAL
ACTIVITY
AWAY OAK FROM
; , !/f j ill STORM WATER MANAGMENT FACILITY TO MEET STORM WATER DETENTION
I
{ R REQUIREMENTS.
AFTER PRELIMINARY GRADING IS COMPLETE, ANY RETAINING WALLS GREATER THAN
__30' BW'91lVG _SETBgCK_ ?(r� 1 /� l $£{I(J s'+ 6 FEET IN HEIGHT SHALL CONFORM TO VOGT STD. RW-3 FOR RETAINING WALLS.
RA/NAGEJEASEMENTV�� `"'''"" - / F(rr
'/00r
70631 GOd-185-0501
-------------
_•�+__ -,.--,<_.___ ..--___-.--___-_----_--- Y.+/
-� --'•9 ._.',BB7.iW;F7'3591(.''s:,"�,-,�:�L.. \
d - _J r`_MATGki _ /
r7 rj / NEW VNLE STD. MH•3D ,, EXISTING -- MAT.CH.,- / � ._-- T---.......
/! DROP INLET CONSTRUCTED / GRADE EX4STING'�`
�`�} / J ON EXISTING 15' RCP. 4 GRADE-
RIO Ri9AtJ -WE,J I r_-_. - _ _._. __ 5 _ ._. .VA. POWER
PE dlANENT fA,S�MENT !
IRO.W. VAR/ESl PLANS
NEW VOOT STD. MH-1 /0631-001-185-050/ !
-.,___1 . -QONVERTED FROM
a-
-^ -- _-_ /._._'- -EXlST15CG._4tz8INLETe---'
{REPAII?
J SAW-I;VTTNG EDGES ANDRECO[I�_--•--�_-.,_ /
_____-
fa-MASCH-EXi NTi PAVEMENT 7--`-- 70'MAiCH-EXIST_SECT.LO.H_AND/OR / //-•_-`--_
/ POUR PROPOSED CG-10 AROUND'-"-----r---_..�_._ /
Ly NEW TOP CONFIGURATION. /--.-._--_-----/•
_NEW M JtTi0"Uf3EVFREA CENTRIC
GRATE
E AND
IS GUT OF THE GUTTER
ENTPANCE--TO--
8EWMIR CIRCLE
1 \",
RECEIVED
NOVEMBER 13, 2002
THIS SHEET TO BE USED FOR
GRADING AND BMP PURPOSES ONLY
Seale 1'40' Contour Intervab2'
0 20 40 80
AlC
MCKEE CARSON
CONSULIMI ENGINEERS
LANDSCAPE ARCHITECTS
LAND PLANNERS
301 Eas1.�6n 6wN
C,h.'. IIVA22692
434-979-IOU
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D�
Scale:
1L P=21Y
C.L=2'
Date:
07/21/02
NectNa:
9923
Designed:
AGF
6:erlced_
hex