HomeMy WebLinkAboutSUB202000186 Plat - Approved 2021-11-09OWNER.- (PER COUNTY RECORDSV
IRIS REAL 7Y HOLDINGS, LL C
502 WILLOUGHBY LANE
STAUNTON, t1A 24401
OWNER.- (PER COUNTY RECOROV
0AN5E WILI(INS, ✓R.
299 E. MONITOR ROAD
AMHERST, 0A 24521
NOTES. A ALL EASEMENTS, ENCROACHMENTS, AND/OR
IA7)0ROt1EA-IENTS MAY NOT BE SHOWN
2. THIS PLAT HAS BEEN PREPARED WITHOUT
BENEFIT OF A TITLE REPORT
J THIS PL47- /S BASED ON A CURRENT
FIELD SUR(/EY MARKED ON THE GROUND
WITH THE PHYSICAL &0N111WZWTS INDICATED
4 T.M. NO. 126 2109 & PART OF T.M. NO. 126 21B
5. ZONED RA • BUILDING SETBACKS— FRONT=75' 5IDE=25' RE4R=J5'
6. APPROXIMATE FLOOD ZONES A & X.• SCALED
FROM F. /. R. AI COMMUNITY PANEL NO. 51009CO5000
WITH EFFECTI!/E DATE OF FEBRUARY 4 2005
7. T.M. NO. 126 2109 DOES NOT LIE IN AN AGRICUL TURAL —
FORESTAL DISTRICT OR WATER SUPPLY WATERSHED
8. THE STREAM BUFFER SHALL SE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE- COUNTY WATER
PROTECT/ON ORDINANCE
9. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR
SEWER SEROICE WILL NOT BE A11AILABLE TO THIS PROPZR7Y
10. 20 R /NTEROAL CONTOURS FROM 000RLAY OF U. S.G. S
TOPOGRAPHICAL MAP OF THE 5C11UnZ-R QUADRANGLE
1 A EACH LOT OWNER /S RESPONSIBLE FOR OBTAININO A
ODOT L4NO USE PERM/T, REQUIRED FOR ANY NEW
OR/t1EWAY ACCESS TO A t1007- MAINTAINED 190,4D
12. ALBEMARLE COUNTY DEtYEL OPMENT RIGHTS.•
SEE LETTER OF DETERMINAT/ON— 1-0,02017-00008
7-Al. NO. 129 2109 WAS ASSIGNED 5 DEYELOPA-/ENT
R/GHTS AND BY THIS SURt1EY
NEW PARCEL, 40.318 Ac., /S ASSIGNED 1 DEVELOPMENT
RIGHT AND MAY NOT BE FURTHER D11//DED.
RESIDUE, .38.544 Ac., HAS 4 DEt1ELOPrAIENT
RIGHTS REMAINING
13. RTE. 721-711E OWNER AGREES TO DED/CATE FOR PUBLIC
USE A 15' WIDTH FROM CENTERLINE FOR FUTURE ROAD
WIDENING AND MAINTENANCE. THIS EXTRA R/GHT—
OF—WAY WIDTH /S HEREBY DEDICATED TO ALBEMARLE
COUNTY BY THE RECORDING OF TH/S PL47- (0.090 Ac,)
SOURCE OF TITLE S. 11AN5E WILK/NS, ✓R.
0. B. 759 P.2.3
THE PL47TING OR DED/CAT/ON OF THE FOLLOWING,
PART OF T.M. NO. 126-219 'SINGLE LOT DIKS/ON &
BOUNDARY LINE AO✓USTMENT OF 78. 862 ACRES"
/S W/TH THE FREE CONSENT AND ACCORDANCE WITH
THE DESIRES OF THE UNDERS/GNED OWNERS,
PROPRIETORS, AND TRUSTEES, IF ANY. THE DED/CAT/ON
OF ROADS AND EASEMENTS, IF ANY, W/THIN THE LIMITS
OF THIS SUBD/Y/S/ON /S OF THE W/OTH AND EXTENT
SHOWN ON THIS PLOT.
ZZ211
OW R ATE
OWNER DATE
STATE
C/7Y/COUN7Y OF A l,v>
THE FOREGO/NG INSTRUMENT
WAS,A4CKNOWLEDGED
BEFORE ME
Z/s DYOF 20 1,
BY cs /Vrx rA).L
NOTARY PUBLIC
REG/STRATION NO..
MY COUMISS/ON EXPIRES,
r!v I ?moo a
P,U,BL/C
R/NTED NAVE
FB /,364X25✓
DICKERSON SURVEYING LLC
500 Court Street P.O. Box 112
Appomattox, Virginia 24522
434-352-8560
Michael Ray Gain
Land Surveyor
14 //WY. 6-711E OWNER AGREES TO DEDICATE FOR PUBLIC
USE A 20' W/OTH FROA1 EXIST/NG R/W FOR FUTURE ROAD
WIDENING AN9 MAINTENANCE. THIS EXTRA R/GHT—OF—WAY
W/OTH, 0.112 Ac. AREA /S HEREBY RESERIiED FOR FUTURE DED/CAT/ON
TO THE CQA1A10NWEAL TH OF t9RGINIA BY THE RECORD/NO OF THIS PI -A
15. THIS PARCEL IS UNDE7IEL OPED W/TH NO YARD
AREAS PWE5ET
16. NEW L OT, 40 J18 Ac., AND THE RES/DUE OF
J9544 Ac. EACH CONTAIN A 6U/LON0 S/TE THAT
COMPLIES W/TH SECT/ON 4.21 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE
17. 0 / /0 ACRES, PART OF Thl NO. 126 21B,
OWNED BY S. t1ANCE W/LKINS, ✓R. TO BE
ADDED 70 PART OF T. AI NO. 126 2109, (40.208 Ac.,)
IRIS REAL 7Y HOLD/NOS, LL C, 0ACAT/NG COMMON
FOR A NEW TOTAL OF 40 J18 ACRES
SOURCE OF TITLE IRIS REALTY HOLD/NGS, LLC
D. B. 4409 P. 744
THE PLAIT1NO OR DED/CAT/ON OF THE FOLL OWING,
TAX MAP NO. 126 2109 'SINGLE LOT D/Y/SION &
BOUNDARY LINE AD✓USTMENT OF 79 962 ACRES"'
/S W/TH THE FREE CONSENT AND ACCORDANCE WITH
THE DES/RES OF THE UNDERS/GNED OWNERS,
PROPRIETORS, AND TRUSTEES, /F ANY. THE DED/CAT/ON
OF ROADS AND EASEMENTS, IF ANY, W/THIN THE L/UITS
OF THIS SUBD/Y/S/ON /S OF THE W/OTH AND EXTENT
SHOWN ON THIS PLAT.
OWNER DATE
OWNER DATE
STATE OF U1*(Clin lLt
C/7Y/COUNTY 0/-
THE FOREGO/NG /NST UMENT WAS ACKNOWLEDGED
BEFORE ME THIS r� ki DAY OF kb-iWi-m h20-Rf, ,
BY hi r'-Irke l i 3 . ( oy v-. YYl /Y.Vvd aip` rrL/�sF �F_p1 rp
NOTARY PUBLIC
REG/STRAT/ON NO..
-
Mr COMM/SS/ON EXP/RES.•
6 Id" /
' '�y'•
0
,
NOTARY PUBLIC
0,ra m ®
a�
PRINTED NAME
\l
LOCATION MAP
, e
�•1� 12&41� 126-7 1'L&L&,12toA
1 IN. = 2000 FT. 2`w_1312E 12A
F 126-3 12&9
9s ,_ _ 125-126-13
126-3YnS26-17 .•
12&i ��C `72.6-17a 126-21D 67u
126.18
1"2&3D 2 12&3H4'- 126-218
2&28 120-25D 12&18A 127`'
12&3G� - `
126-3F V \,126-1 N 27-6B
.R� 12&2;E 12&2U ;;.
GRE
630
1`26-263 126-25 126-21C 127-6C
12&28fA 126.27
1201126 2 A
12&26 12&25B -721i 12'7.6�
�2 12c, HG,
o
• q � 0 NN �`? -
,� 12&221 3•a
n 126.28 . 126.25C3 2
-• 12&286 SZ12&22A5
�1212 fi28E `'„� 6-21D 126-22J -27-1-L
126-25C2O U \\\\
` 6,1&�1 3C Q� •s> Z 127-12,
12&22F .
26-25A
h 12Cr30 � ?t ,y'1' n
� 12&25A'1 N 12325G
iy
12i1.30C t •Ld
126-3UD y i ?�?y 126-22K h
126.22E rl_
2&30 2&25A3 121-13A
126-39A2 N 12&32 126-22!
25-29Fj �12G-31Z3 v
126-
~ry
^,yd 126 3126d127-13
126-31Z7 30 ,o
126.317 126-31Z4 ,�-.�� 1 26- •^, 1.z 22� 2
126-3 Z6 . / 19&32q'� i26 NA- i'�IFa_�,ni�26-]3E7 26.33G1
0
SURt1EYOR S CERT/F/CAT/ON
-� / Z6
1L
HEREBY CERT/FY THAT THIS PLAT IS BASED ON A
zv CURRENT FIELD SUR!/EY AND, TO THE BEST OF MY
/MICHAEL RAY G01N
Lic. No. 3143 KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES
WITH THE M/N/MUM STANDARDS AND PROCEDURES
ESTABLISHED BY THE 11/RGINIA STATE BOARD OF
SURV�ANOHCER�/EDRLAND CAPE ARCH/TECRSS, LAND SURVEYORS,
ckW-_4_0
1 v �} /� 1
Sff-E T1 OW'2
SCALE 1 IN. = 300 FT.
S-,12V Lff-LOTD_fvi.SION&
O.F'78.862AC1VES
SURt1EYE0 FOR.• IRIS REALTY HOLDINGS, LLC
4AIIIEL MILLER D/SIR/CT ALBEMARLE COUNTY
11IRG/N/A
NOt1EALIBER 1, 2017
RZY1SED AUGUST J/, 2020, AUGUST 27, 2021 &•
OCTOBER 29,, 2021
300 0 300 600 900
GRAPHIC SCALE -FEET
RAY COIN, L. S.
DATE
NOTE SEE SHEET 1 FOR NOTES
Curve
Radius
L ength
De/fa
Chord
Chord Bear.
C1
125100
255.15'
1140 02
254.71 '
N 4855'46" H1
02
74.3.89'
82.68
622 04 "
82.63'
S 21 '1820 " E
C3
339.29'
48. 54'
811 / 50
4650
S 28*J5'17" E
C4
416. 35'
52. 97'
716 34 "
52. 84'
S 36'19 29 " E
C5
416. 35'
70.22'
9 39'S0 "
70.14'
S 4447'41 " E
C6
401.95'
61.31 '
845'10"
91.25'
N 442021 " W
07
40A J5'
50. 97'
716: 34 "
50. 93'
N J679 29 " W
C8
.324.29'
46.40'
8'/150"
46.36'
N 2835'17" W
C9
728. 99'
112. 71 '
8 51 a6"
/ 12. 60'
N 20 03'34 " W
0/0
1233. 00'
230. 91 '
10'43'49"
230. 59'
N 4829:IJ" H/
Course
Bearing
Distance
L1
S 132443 E
59.21'
L2
S 6254 W W
65. 77'
L3
S 00:?o a5" w
117. 09'
L 4
S 474,9 ?0 " H1
9549,
L5
S 4749 ?0" W
90.36'
L 6
N 1/ 28'45" W
164.13'
L7
S 445025" E
141.29'
L8
N 0047'13" W
198. 89'
L9
N 08'12:U" E
35.36'
L10
S 17:?J3W" W
16.35'
L 11
N 0978'33 W
28.29'
L 12
S 47 49'40 " W
20. 00'
DICKERSON SURVEYING LLC
500 Court Street P.O. Box 112
Appomattox, Virginia 24522
434-352-8560
I��TAIL
� Op
I� w
1 �
SEE NOTE /3
0.090 ACRES `� `l
DEO/GATED TO
ALBEMARLE COUN71v
SCALE.• 7 /N. = /00 11T
O /R/S REAL
HOLD/NGS, LLC
D.B. 4281 /86
O T.M. NO. 1 6 2105
• '� S. 1/ANCE lt9LK/NS, ✓R.
o 0 0 0 B. 759 R..23
O ��O PLAT D. B. 602 P.3O2
T.M. NO. 126 21B
RESIDUE OF 129.99 Ac.
extra BY TAX RECORD
set` r�-017 h7 o/d SEE D ETAI L
road® 250. 12'
N 08'12 55'E i i (O.-110Acj
254 �1, � � SEE NOTE 17
fd iron 36,
set /rori 7 Old road " ool ® 190 09
j j fo' b of rron h%y �'�• �
/N 0205061w /rsh�, o
281.25' I ► a �
/ set rVon in
Old Curren/ road I I ;r 0"srj- �S6
��. 8
/ N 12 793 74'W d o 26,E
197.99' �1 ` f
set ri'O\n in current road 2 fd. bent iron
set r oIn
000 J fd. r�n *,O//e
T. dM NO. 126 25
t
oyeb yQy
Qf O QQQ�9
Z
2� 1 °a� 63. 2 3� o�e�
yet �al� NE�Y LOT
Michael Ray Goin
Land Surveyor
!WOOD PROPER7Y
/N!/ESTMENTS, LL C
D. B• 3878 P. 380
PLAT OB541 P291
N
S. 11ANCE GY/LK/NS, 12
l� D. B• 759 P.29 L00/stream / PLAT D.B. 602 P. 302
E buffe
j�� �- drain T.rGf. NO. 126-219
1I lo d_Zone j
aoo�roximate / -- 1 I
9RE7T OARKEN &
ANNE &ARSHALL -DARKEN
O. B. 4173 P.595 /, \
PLAT O.B. 1921 P. 321
D
CLAUDE C.✓ CALOlYELL a T.M. NO. 126-25CY
FAA1/L Y TRUST 1
D.B. 3423 P. 46 500 / \ Q �/ center
PLAT D•B. 192/ P..32o1001 - �re�=
TAI NO. 126-25C2 N 70"jj'24"
S) 1�70 �
600 , / 38" C' f/ od /ine - \
N 59100 35 E `SO
330. 0/ ' i' .a(i �' stre� \\ ` F/o o f Zone X / D
100' s rea / '
� B � \ offer � d�� S 50 0122 ?�Y
i e f �F/oo Zo e X \�e�c5 0Fd� 609.83'
entpp 1 I Ge\ C) fdiron p
�d • /-��4��C� '0{ ��\�� \ \ �� THE !?iH/TE P/G, LLC
/ RES/gchr rr�
/nc/udes arce�aeross�H� . 6 {o` �`\�� �`�-� O.B.4870 P.28
PLAT D. fQ 1938 P. 367
fd iron 53 and i cA 01 future dedication) fPRlQ�rma \� / S 45'>644 '!t� T.M. NO. 126-24
637 ,- � /oo_ o' /rhe i ,
PATR/CK ✓ HUNT C� ) �(38. Q $ AC } \ C \ 452. 54
D. B. 3078 P. 183 0 Proposed \ \ \\�
set
PLAT D. 8.19�13 P. 449 c� p 30, DO sqt f1. - P 427.54
T. AI NO. 126� 25C4 1 so
bui din, sits '- QQ �'�\�`'�o �1��
.ate tie, -D TAIL
It 00
of
SEE NOTE 14
{a o� 0.112 ACRES
0 RESERI/EO FOR FUTURE DED/CAT/ON
TO COMMONWEAL T// OF ARG/N/A
C,
cJ� ` C J•
CD
��'s'.d�o point
sow L 12
SCALE.• 1 /N. _ /00 ,cT
o/--Q�20�� Niter er � � �2g:c�' k 1 (g) SffE- T2 OF2
SCALE 1 /N. = 900 FT.
In, N�
iron 0 � -�- / set
K 9• I S�Q S"OLI'LOTDIVI.SIOW&
00
LDII L\ Cl 6 s BOUjVDARYLI 1I�EAADJZI,,.ST1V-ZFNT
1 1 01NA G. BR/G/SH OF7� 862A CRES'
S 44 5025E 20. 05 -6L- � � � � 0. B. 4506 10551
\ 7 0 )SURVEYED FOR. - IRIS' REAL7Y HOLD/NGS, LLC
fd. ,oioe 1.69' �j ` / / / PLAT O.B.945 P.748
Nlt� of corner L \ 5C0 / / T. jW NO. 126-32
w�' \ LQ �IEE DETAIL SA�f-FUEL rtf/LEER D/STR/CT ALBEiL1ARLE COUN7Y
AROINIA
(0.146 Ac.)
2 0 \ NO1/EMBER 1, 2017
oset iron a c N ¢O , RE1//SED AUGUST 31, 2020, AUGUST 2 ,, 2021 &
N NON �o� ���<r ¢9 �t�� OCTOBER 28, 2021
aO/NA G. BR/G/SH 300 0 300 600 900
0 B. 4506 P. 551
PLAT D. B. 945 P. 748
T.M. NO. 126-32 GRAPHIC SCALE - FEET
FB /364X25✓
�L
CHAEL RAY GOIN
Lic. No. 3143
A TO B ALONG
CREEK
Bearing
01WG17C&
S 29 54 b9 "
E
17.09'
S 5238 27"
E
19.33'
N 46 DO 46"
E
20.79'
S 992254"
E
26.31'
S 50,12'06
E
22.12'
N 860 74"
E
8.79,
N 6573'45
E
16.89'
S 227.9 58"
E
22. 72'
S 56'16'49 "
E
49.20'
S 395123"
E"
15.35'
S 1449 08"
HY
/3. 83'
S 7429 04 "
E
30. 66'
S 5342 :39 "
E
26. 49'
N 792627"
E
21.57'
S 05'46'40"
W
19.94'
S 59,16'10"
E
1690'
S 3422 03"
`Y
23.84'
N 83:34'18"
E
22. 16'
S 66 08'37"
E
16.60'
S 5053'46"
E
1906'
S 10 05'39 "
E
20. 90'
N 6972 46"
E
1594'
S 8/ 28'S/ "
E
/0. 93'
B TO C ALONG
CREEK
Bearing
Distance
S 1640W"
E
47.91'
S 7057'13
E
9594'
S 9077;33"
E
4954'
S 18 J727"
E
45. 45'
S 84 47 04 "
E
76.05'
S 40'52'13
E
111.80'
S 3203b6"
E
169..94'
S 4552 40"
E
2330'
B TO D ALONG
CREEK
Bearing
Orslance
N 2600'33"
£
56.25'
N 392103"
E
56.62'
N 03'16'12"
E
146..57'
N 944739 "
W
54. 54'
N 55'4,Y W "
E
72. 42'
N 075779"
E
30. 13'
N /14250"
W
69.80'
N 365234
E
51. 19'
S 6546'37"
E
65..39'
N 69:5726"
E
40. 92'
N 6143 04 "
E
182. 82'
S 7024'42"'
E
94.40'
N 4,Y07'12 "
E
37. 18'
N 7202 W "
E
1
87. 49'
D TO E
ALONG
CREEK
Bear/ng
Distance
N 06'44'49"
W
57.14'
N 262570"
E
89.74'
N 0423;59
" W
90 97'
N 2545'T4
" E
65. 93'
N 03'19 55"
E
74 89'
SHEET 2 OUT OF 2
