HomeMy WebLinkAboutSUB201700084 Plat 2017-06-30OWNER
TMP 69-50C AND TNP 69-50C1
TMP 69-50C
BELLE VISTA LLC
8899 CRITZERS SHOP RD
AFTON VA, 22920
SOURCE OF TITLE / PLAT REFERENCES
D.B. 2634-241 (plat)
D.B.3525-153(sub plat)
TMP 1
BELLE VISTA LLC
8899 CRITZERS SHOP RD
AFTON VA, 22920
SOURCE OF TITLE / PLAT REFERENCES
J.B. 2634-241 (plat)
J. B. 3525-153 (sup plat)
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND;PLAT SHOWING A BOUNDARY LINE
ADJUSTMENT BETWEEN TMP 69-5OC AND 69-50C1
IS WITH THE FREE CONSENT AND IN ACCORDANCE
KITH THE DESI THE UNDERSIGNED OWNERS,
P P IETOR TEES IF Y.
!7
NARK S. RHOAM DATE
PRESIDENT BELLE VISTA, LLC
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE NE
THIS 29 DAY OF 4 uN,r- 20 i 7
`�.. a m *10i4s-1
NY COMMISSION EXPIRES
hoy robot
eg 0101497
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SURVEY NOTES
A BOUNDARY SURVEY OF THIS PROPERTY WAS PERFOHMEU BY
THIS OFFICE IN FEBRUARY OF 2004.ADDITIONAL FIELD WORK WAS
PERFORMED IN FEBRUARY 2007 AND APRIL OF 2017 TO CREATE
THE LOT CONFIGURATIONS SHOWN ON THIS PLAT.
ZONING: AURAL AREAS (RA)
SETBACKS (PER RA ZONING)
FRONT - 25', 75' FROM S.R. 151 RIW
SIDE - 25' REAR - 35'
DEVELOPMENT RIGHT NOTES:
TAX MAP PARCEL 69-50C1 RETAINS THREE DEVELOPMENT RIGHTS
AND MAY BE FURTHER DIVIDED.TAX MAP PARCEL 69-50C RETAINS
ONE DEVELOPMENT RIGHT,WHICH MUST BE WITHIN THE AREA
SHOWN AS PARCEL Z ON THE PLAT RECORDED AT 0.8.2634-244.
ONLY ONE DWELLING UNIT PER LOT.
THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED
IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE.
THIS PROPERTY LIES IN THE SOUTH FORK RIVANNA WATER
PROTECTION AREA.
THIS PROPERTY LIES WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT.
THIS PROPERTY LIES WITHIN THE SCENIC CORRIDOR OVERLAY DISTRICT.
SUBJECT PROPERTIES LIE IN FLOOD ZONE X, AREAS TO BE DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN, AS SHOWN ON
FIRM MAP NUMBER 51003CO2250, EFFECTIVE DATE FEBRUARY 04,2005
SUBJECT PROPERTIES ARE NOT LOCATED WITHIN A AGRICULTURAL -
FORESTAL DISTRICT.
PARCEL 69-50C1 AND THE RESIDUE OF TMP 69-50C EACH CONTAIN A
BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
IF = IRON FOUND PF = PIPE FOUND
MF - MONUMENT IS = IRON SET
01SH OF
v HRIAN D MOON
No. 3334
Z019
LINE TABLE
BI
S44'04'56"W
6B.B6"
82
S27'2B'34"W
48.79'
83
S49'li'51"W
65.13'
B4
515'27'55"E
2B.97'
B51
S12'41'ii"W
25.82'
B6
S83'30'52"W
32.52'
B7
S59"46'52"W
40.91'
BB
S50'13'31"W
39.41'
B9
S64'4i'54"W
24.61'
Bill N56'49'25"W 21.64'
B121 S45'59'32'W 46.22'
813 S67'06'39"W 28.69'
B14 S46'34'36"W 51.77'
B15 S53.37'40"W 39.50'
B16 S40'06'iO"W 68.70'
B17 N54634059"E 33.80'
BIB N22'30'07"W 58.31'
Big NB8'02'42"W 53.53'
820 S87'57'47"W 27.94'
M
Ni5'03'41"W 145.92'
N39.17'38"E 57.24'
N33'5i'24'E 47.44'
N84'05'12"W 163.44' N23'55'12"W 72.73'
N73*14'03"E 21.32' N46'47'0"E 17.B7'
*NEW LINE TABLE*
LINEI
BEARING
DISTANCE
Nil
S60'34'16"W
83.72'
N21
S12'24'48"W
61.15'
N31
S27'30'00"E
34.73'
N41
S14'42'55"W
14.18'
N51
S53'52'03"W
43.23'
N61
S68'47'12"W
54.09'
N71
S48'10'54"W
65.1g'
NBI
S64'29'51"W
33.57'
N91
N71'32'i4"W
26.10'
N10
S76.'34'08"W
50.35'
Nil
S63'25'27"W
52.72'
N12
S66'46'46"W
55.77'
N13
S59'3B'35"W
121.27'
N14
946'23'35"W
46.B9'
N15
9 1'46'50"W
25.84'
N161
S41'46'50"W
23.37'
N171
gdd-*OI'14*'Wi
330.52'
PARCEL "A - r Jo. JJL AL, -
REV. TNP 69-50Ci 55.514 Ac.
ORIG. TMP 69-SOC 59.330 Ac.
PARCEL 'X' - 38.332 Ac.
REV. TNP 69-5OC 21.003 Ac.
In
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cnl
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ID
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o '
a I
IL
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STREAM :` ;.
cn SUFFER,
cA
r
TMP bq-IgAq
Tallard, GTlbert R.
or Edda
DB 1641 p 585 ;�'"
ROUDABUSH, GALE &.ASSOCIATES, INC.
ENGINp.ERS, SURvs-vX) 5 AND LAND PLANNERS
® A ERV I CORPORATIONSERVING@RVING SERVING VIRGINRQIIYIA SINCE fA6Q
VFNMM229= .rp. 1*PLAT PREPARED BY: BRIAN JAMISON
PLAT S
i
BOUNDARY LI
BETWEEN TMP
WHITE HALL MA
ALBEMARLE
APPROVED FOR RECORDATION -r-
Ilk)
4AT f6O, OF SUPERVISORS dA TE oft
Nro* ,
eoa
/ 0,�
N32023'31 "W
150.06,
1
TMP (2q-50
` ' Y Freeman, Arthur H. or 1 -
•_ Joann F. CURVE TABLE
D15.2634 p 2" lot)
DB 1&45 In o5?
DB 1245 p 536
IF
J 7 \_
��.
' PF
LINE
DELTA
RADIUS
ARC
CHORD BEARING
CHORD
C1
54'52'21"
263.54'
252.39'
N52'58'05'10
242.86'
C2
37*12'36"
168.42'
109.38'
N66-32.34"W
107.46'
C3
2'17'50"
3500.51-
140.34-
N45-52.05"W
140.34'
C4
3'32'57"
2025.18'
125.45-
N46'57'45"W
125.43'
C5
36.31'05"
303.87'
193.98'
N30.14'50"W
190.41'
C6
58.32'06"
233.26'
238.31'
N13'59'57"E
228.08'
C7
133'10'13"
73.54'
170.93'
N31'13'41"W
134.97'
C81
57034'40"
219.011
220.09'
N54'30'34"W
210.95'
C9
2'40'33"
1210.92'
56.55'
N54'54'29"E
56.54'
C10
7'18'28"
1210.92'
154.45'
N59-54-59-El
154.34'
>4i SS TMP 6q-50A
Freeman, Arthur H. or
DB 2654anpn 24,gelat)
BE: �A,B�4NDONE :.1,' 1 �9 c\ `S'fp DB 1245 p 556
lREVIS
ED
J ;..:.:�.. � .514 AC
55TMP 69-50C� •AA'S'
\ 0359 •g8.
\ , IF ' IF
42
PFry
\ 50' PRIVATE ACCESS ESMT. f\ 0
STREAM u� r
: LINf= ,Tb: `8 ` BUFFER BE.
I
BE. ABAlvQONEQ� •�. 0 86
{
• `� 15 / ti TMP 601-44
Horton, Thomas M
3054 p 55b
to
l IS I
NEhf•.LIN A>rONG•.C".. 2, r
' PRINCIPLE, CO!lRIRSFS�HaWN' N4 IL5TRFAM
• ... BUFFER
3.332 Ac., j - - -_ - RESIDUE - -_ - - - - - _ PIPE
,,..
X'' IS•'A. PORTION' . ` �: - - - -
Q-50C ' ANO. 'IS Tq . TMP 69-50C a
i+ :-�-
To Ahp. BECOME
::. !.: _ -�"_ - •
-OF 'tMP 69-50G1:' . • ' •, ; ' • f 'N1 5�; - r 21. 003 Ac - ZOa
TMP 10-14
Imperial OII Go an INC,. Shen p y IN
NEW 30'R-O-W o a10 Mike Hu heyy
y ` FOR SPRING ACCESS DB 871 p �3T
CENTERED ON EXISTING
ROAD/PATH (CENTERLINE El
COURSES SHOWN TABLE A) IF BY
678.24 PIPE
:SPRING:,-� 420.17'
28" OAK
..3,...:37..7s' 2.02'51"W 2i02.0i' (t0ta1)
98 IS 58 TMP bq-ZO
Eckber , DHoln or
BENT Rebecca-4 Wllllam 5 St
IF
SHOWING A
LINE ADJUSTMENT
69-50C AND 69-50C 1
AAGISTERIAL DISTRICT
TABLE A
® S46'47'28"E 28.10
S22'44'39"E 18.26
S01'18'1i'W 81.OB
S09'40'25"E 62.90
S29.07'40'W 26.80
S76'36'21"W 39.95
S25'58'13"E 4110
S41-56-28"E 101:47
S02'52'19"E 11.68
S87-07.41"W 138.52
DB 025 p 567 SCALE 1" 2tkp
DB 56-1 p505
200 too 0 200 400
ALE IN FEET
JUNE 30, 2017 SHEET
SCALE: 1' - 200' 1 /1