HomeMy WebLinkAboutSUB200900015 Legacy Document 2009-10-28 (3)SUBDIVISON PLAT SHOWING
OUTLOTS "D -1" AND "D -2"
BEING A DIVISION OF
OUTLOT "D"
LOCATED ON BERKMAR DRIVE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1" = 50' DECEMBER 8, 2008
LEGEND:
IF = IRON FOUND
IS = IRON SET
NEW ACCESS,
PARKING AND
RECREATION
EASEMENT
FOR THE
BENEFIT OF
OUTLOT "D -1"
N20 °20'35 E
48.00'
THE SETBACKS SHOWN HEREON ARE BASED ON
SITE PLAN APPROVED BEFORE RECORDATION
OF THE ROAD DEDICATION (PARCEL X). THE FRONT
SETBACK SHOWN HEREON IS BASED ON A 15' OFFSET
FROM THE PRE - DEDICATION PROPERTY LINE RESULTING
IN A VARIABLE WIDTH SETBACK,
BERKMAR DRIVE
VARIABLE WIDTH
TIE., TIE:
0.87" 3732'
D.B. 3665 P. 198
D.B, 1210 P. 165
D.B. 985 P. 706
R= 1250.37'
A= 77.14'
T= 38.58'
C= 77.13'
CB =N20 °35'49 "E
DELTA= 3 °32'05"
---------------------------- o - - - -IS - - -- -- - - - - -- - - - -- - - - -- --------------------------- - - - - -- --
PARCEL X N20 12'22" 268.66' TOTAL IF N20 °20' 5 "E IF
IF — 160.63' - - 108.03° C3' �' C1 154.71' BUILDING I
TMP
45 -173
CMA
PROPERTIES, INC
D.B.
3611 P. 616
D.B.
1329 P. 99
D.B.
710 P. 182
PARCEL A
ZONE: R -6
\ PROPOSED
\ BUILDING
70 \
OUT�OT "C
0.398 AC.
�o
fir, cn�\ .cfsc�`
—100
5'
16
0 42 32,.E
C2 rn rl- 9 - -- - -- -\ -t SETBACK
45 -94A1 L5 �•- -�" i \\ \ i LINE
POINT PROPOSED
BUILDING I
o I _
0
l
1 t I
S20 °20'12 "W
POINT 'A" L3 BSL Cn
OU�L� I IF TIE., 113.60'
D�" .. S21 °40'50 "W S21 °26'50 "W TIE; 61.00' 5737' 142.30'
�P\- IF
IS
I F'_
2' \
COURSE DATA FROM
\ POINT "A" TO POINT "B "
\ AROUND NEW STORM
DRAINAGE EASEMENT:
TMP
45 -94B
N70 °45'58 "W
CMA
PROPERTIES, INC,
\
N19 014'02 "E
D.B.
2325 R 447 PLAT
\
N69 °39'21 "W
D.B,
1465 P. 169, 178 PLAT
D.B.
N20 020'39 "E
P.
PARCEL 2
\
N69 °39'21 "W
"E
P.
393 -404 PLAT
D.B.
N20 °20 '39
P.
ZONE: HC
\
N69 °39'21 "W
\
N20 020'39 "E
\N65
569 °39'21 "E
°27'06 "E
N2I °26 ' 50 "E
569 039'25 "E
SHEET 2 OF 3
\
/9.37'
11.91'
23.46'
17.40'
8. 99 '
16.06'
8. 99 '
32. 04'
27. 14'
22.48'
25.45'
20. 00 '
IF N1501841E
38.42'
S69 03925 E
8.03'
NEW STORM
S69 °41'50 "E DRAINAGE EASEMENT
31.50' HEREBY DEDICATED
TO PUBLIC USE
COURSE AND CURVE DATA ALONG NEW
ACCESS, PARKING AND RECREATION
EASEMENT:
Cl: P=24.50', A =12.20', T=6.23', C= I2. 07',
CB= 555 °23'4'1 "E, DEL TA=28 °31 '3I "
L 1: 569 °39 '39 "E 38.98 '
L2: S69 °39 '25 "E 18. 00 '
L3: N20 °20'18 "E 145.46'
L4: S69 °39 '25 "E 18.00'
L5: N20 °20'18 "E 59.72'
C2: R =6.50', A=10.21', F=6.50', C=9. 19',
C8 =N24 °39'42 "W DELTA =90 °00'00"
L6: N69 °39 '42 "W 7.48'
C3: R= 24.51 ' , A =13. 00 ' , T=6.66', C=12.85',
CB= 585 °54 J20 "W DEL TA= 30 °23 ' 44 "
1F
NOFz�NOg,115
F�E009a P
TMP
45 -94A:
AEW
SCT
RIO HILL, LLC
D.B.
3295
P.
731
D.B.
3116
P,
306 PLAT
D.B.
3116
P.
294
D.B.
1859
P.
393 -404 PLAT
D.B.
985
P.
725, 731 PLAT
IF ZONE: PDSC
PARCELS A THROUGH E
S20 018'10 "W
255.90'
RIO HILLS SHOPPING CENTER
f4$", TH op
rel
�r
THOMAS S. LINCOLN
LIC. NO. 1326
04°
su gi �
THOMAS B. LINCOLN LAND SURVEYOR, INC.
632 BERKMAR CIRCLE
CHARLOTTESVILLE, VIRGINIA 22901
434 -974 -1417
TMODEL SERVERI DAT/A9\ 104\ 104011900SUBD1.PRO
104 - 0119 -00