HomeMy WebLinkAboutSUB202000186 Plat - Revision 2020-10-12OWNER- (PER COUNTY RECORDS)
IRIS REALTY HOLD/NOS, LLC
502 W/LLOUGh'BY LANE
STAUNTON, VA 24401
NOTES- 1. ALL EASEMENTS; ENCROACHMENTS; AND/OR
/MPR011ZMEN7S MAY NOT BE SHOWN
2. THIS PLAT HAS BEEN PREPARED W/THDUT
BENEFIT OF A TITLE REPORT
3. THIS PL47 /S BASED ON A CURRENT
FIELD SURkEY MARKED ON THE GROUND
{Y/TH THE PHYSICAL MONUMENTS /ND/GATED
4 TO, NO. 126-2109
5. ZONED RA.• BUILDING SETBACKS— FR0N7=75' S/DE=25' REAR=J5'
6. APPROX/MATE FLOOD ZONES A & X.• SG4LE0
FROM F./.R.AI COMMUN/7Y PANEL NO. 51009005000
W/IH EFFECT/kE DAIF OF FEBRUARY 4, 2005
7. T.M. NO. 126 210 DOES NOT L/E IN AN AGR/CUL7URAL —
FORESTAL OISTR/CT OR {PATER SUPPLY WA7FRSHEO
8. THE STREAM BUFFER SHALL BE MANAGED /N
ACCORDANCE W17x/ Ix/E ALBEMARLE COUNTY WATER
PROTFC77ON ORDINANCE
9. UNDER CURRENT 001IN7Y POLICY, PURL/0 WATER AND/OR
SEWER SERVICE WILL NOT BE Ak1A/LABLE TO 777'/S PR0PER7Y
/0. THE STREE7S /N THIS SU90101510N MAY NOT MEET THE
STANOAROS FOR ACCEPTANCE INTO 1HE SECONDARY SYSTEM
OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED 9Y THE
!//ROIN/A DEPARTMENT OF TRANSPORTAT/ON OR THE
COUNTY OF ALBEMARLE
». 20 /1 INTERVAL CON701IRS FROM OVERG4Y OF U. S. G. S.
TOPOGRAPH/CAL MAP OF THE SCHUYLER pUADRANGLE
12. EACH LOT OWNER /S RESPONSIBLE FOR OBTAININO A
VOOT LAND USE PERM/T, REQU/RED FOR ANY NEW
OR1VZ`WAY ACCESS TO A 110OT MAINTAINED ROAD
19 ALBEMARLE COUNTY DEVELOPMENT RIGHTS:•
SEE LETTER OF OETERM/NAT/ON— L 002017-00009
T.M NO. 126-2109 WAS ASSIGNED 5 OEVELOPMENT
R/01IT5 AND BY THIS SUR11fY.•
NEW PARCEL, 40.209 Ac., /S ASSIGNED 1 DEVELOPMENT
R/GHT AND MAY NOT BE FURTHER 0101DED.
RES/DUE, 38.432 Ac., HAS 4 DEVELOPMENT
R/Gh'75 REMAIN/NG
14. RTE. 721—T11F OWNER AGREES TO DEDIC47F FOR PURL/C
USE A 15' W/OTH FROM CENTERLINE FOR FUTURE ROAD
W/DEN/NG AND MAINTENANCE. THIS EXIT RIGHT—
OF—WAY W/DTH /S HEREBY DED/CATED TO ALBEMARLE
COUNTY BY THE RECORO/NO OF THIS PLAT.
SOURCE OF N7ZE IRIS REAL7Y HOLDINGS, LLC
D.B. 4409 P.744
THE PLA7T/NG OR DED/CAT/ON OF THE FOLLOW/NG
S/NGLE LOT ,01W510N OF 79 640 ACRES"
/S W/TH THE FREE CONSENT AND ACCORDANCE W/TH
THE DES/RES OF THE UNDERSIGNED OWNERS,
PROPRIETORS, X10 7R115TEES, IF ANY. THE DEDICATION
OF ROADS ANO EASEMENTS, /F ANY, W/TH/N 7hF L/M/75
OF THIS SUBD1111S/ON /S OF ThF W/DTH AND EX7FN7-
SHOWN ON THIS PLAT.
OWNER
,0ATF-
DATE
STATE OF
C/TY/COUNTY OF
THE FOREGO/NG INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS_ DAY OF 20
BY
NOTARY PUBLIC
REG/STRAT/ON NO.:
MY COMM/SS/ON EXP/RES.•
DICKERSON SURVEYING LLC
500 Court Street P.O. Box 112
Appomattox, Virginia 24522
434-352-8560
Michael Ray Gain
Land Surveyor
15. HWY. 6—T11E OWNER AGREES TO OENOATE FOR PUBLIC
USE A 20' WOTH FROM EX/ST7NG R/W FOR FUTURE ROAD
W/DEN/NG AND MAINTENANCE. THIS EXTRA R/GHT—
OF—WAY W/DTH /S HEREBY DED/GATED TO ALBEMARLE
COUNTY BY THE RECORD/NG OF THIS RZAT
19 THIS RARC6Z /S UNDfVELORED W171.1 NO YARD
AREAS PRESENT
17. NEW LOT, 40.209 Ac., AND THE RESIDUE OF
38.432 Ac. EACH CONTAIN A BU/LONG S/7F THAT
COMPL/ES {Y/TH 5EC17ON 4.2.1 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE
PRELIMMRY
MICHAEL RAY GOIN
Lic. No. 3143
SHEET-1 OF2
SCALE 1 IN. = 300 FT
SINGLELOTDIVISIOW
OF7864(OACRES
SURVEYED FOR- IRIS REAL7Y HOLD/NOS, LLC
5C07T5V1ZZE D/STR/CT ALBEMARLE COUNTY
IORG/N/A
NOVEMBER 1, 2017
A6W5E0 AUGUST 31, 2020
LOCATION MAP
Og
&de46y iz&] 12& 7 104
2612
1 IN. = 2000 Ff.
m
t26J 1261J126M
F
yF
12&9�2&15J26gi
�2`S'-8�126=16
12 -
_
0D
1i&1]
N 126-21D
1241
ueJo �h
12,&12A
°' 2&18�
670
46
T263Hk 128-21B
13FJ(i 13 18A
12]-
1263E
,2&T50
2}{8
'R
t �25E i fi.2U
M
N Dry,
RE
1'V,1
O
268
126-25 12&21C
126-28M
1262,
46-264
126-21A
::B
12&2 126-25D
27b
i
12&22H0
12&221 Og 9
v
381 ,
,2&2BE
126-25C3
12838E ^';
12&210 126-22J 2
2622A5
2F 12&25C2
2 -12
27-12
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v
25-22F
y
2&2 A
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�+ 12830 /
^2.
�. 11630E��0-25 1' 12&25C
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h� ,
ry
Qt
126-3OD ^ �i
126-32N 12422E
6-38A 12&25A3
1 ]-13A
Z
126-22L
6-29H12fi-90A2
II6d129
12&32
A
`
12 22 2
hry
'26.9,19
n
,2]-,3
12&31Z]']3p
126-31T 126344
Di 126.22
1 63ia
1263 J26-D &35Gj
SURVEYORS CERT/F/CAT/ON
/ HEREBY CERTIFY THAT T1115 PLAT /S BASED ON A
CURRENT FIELD SURVEY AND, TO THE BEST OF MY
KNOWLEDGE AND BELIEF, /S CORRECT AND COMPLIES
WITH THE M/N/MUM STANDARDS AND PROCEDURES
ESTABL/SHED BY THE IORG/N/A STATE BOARD OF
ARCH1TEC73 PROFESS/ONAL ENGINEERS, LAND SURkfYORS,
AND CER77F/EO LANDSCAPE AR011/7Z-0a
M/CHAEL RAY GO/N, L.S.
PTO
FB /364X250
Lei 111F.11
DICKERSON SURVEYING LLCova
IRISR4L7Y
NOTE. SEE SHEET 1 FOR NOTES 500 Court Street P.O. Box 112
m
� � I
HOLD/ GS, LLC
Appomattox, Virginia 24522
�
�'
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D.B.42 1 P.>86
434-352-8560
c> o $
20
T.M. N 129-2105
Michael Ray Gain
Land Surveyor
o s
e
�% ~
8nt�°nc S. WINCE HI&A-/NS, ✓R
sef rio
Curve
Radius
Zength
De/ta
Chord
Chord Bear.
01
125300,
255.15,
1140 02"
254.71 '
N 48:55 46" w
C2
74T89'
92.68'
62204"
82.63'
S 217820"E
C3
339.29'
100.49'
1658229"
100.12'
S 92:5826" E
C4
1233.00'
147.83'
652'11 "
147.74'
S 51-16:73" E
Course
Bearing
O/stance
L1
S 132443"E
59.21'
L2
S 625403" H/
65.77'
L3
S 00:?o 3u" H/
117.09'
L4
S 47'49 40" HY
85.48'
L5
S 47'49 40" HY
90.36'
L 6
N 1128 45" H/
164.13'
L7
S 445025" E
n rn o/a
road® 250 72'
c�v�\ 0..B.759 P.23
I I
® N 081258E II
PLAT O.B. 602 P.3O2
w T.M. NO. 126-219
254.81 '
0.9
set /r07r /n o/d rood 't
I I
fd ent iron iy`yy f0
J 64' 0-4 6'
o� N 47'49'40'E 71.49'-tie
s
N-O�aa
- ' rn_ D/NA G 9R/G/S11
D.B. 4506 )0.551
PLAT D.B.945 P.748
FB /364X25G c T.M. NO. 126-32
/N 0205b6'W i S 00'4�11-7E �a
28125' 463.48'
li
/ set i n rir
O o// d & current rood I I
/ N 1238:74IV 11 iron
� {d' /L 1
WOOD PROPERTY set r n in current rood \� fd. bent iron
/NVfY,r ENTS LLC 6 set ion /n
O. B.3878 P.380 00 I /d r kpi/e
PLAT 0..B.541 P.291
T.M. NO. 126-25
°00 yQ5%
(0?
®� 5110
d o g��52.39 0 °lhi�e�
yet NE3Y LOT
' I
I � S. liANCE iY/LK/NS, ✓R.
0..B.75,9 P.23
00/stream PLAT D.B.602 P.302
F bubff _.._ ' dr in T.M. NO. 126-218 � I
9RE7T DARKEN & ximote
ANNE MARShALL -DARKEN
D.B. 4173 R..595
T.M. NOB 129-2503 �D
OLAUOE O.✓. OLOWZ-LL c
FAM/LY TRUST / 7ter /
D.B.3429 P. 46 So 0 \
PLAT D.B.1921 P.321 - -� \ \ oi0 gc
T.M. NO. 126-25C2 N 70'>324 ipe I Q�j % p
_ 7 6\1 ; 96'- {I " / /�� l2 ">', oak cho t
S S737p E 4M
- 600 - / J III f�od /ine \SO N�90035E a. ( o F/o Zone X 0
� I buffs/ � � � � B > O' streor� S 50 0122 "W
t pf e / I J iF/ooy Zo e X� wee o� uffe� n� 609.83'
d den / /� ,� c � fd iron
\ / 3 �32A('� f \\�o�^ \ \ THE lYH/TE P/G LLC
l < RESIDUE , {O�K ���ors^ \� D.B. 4970 ,028
fd iron (/n�des parce cross Hwy. 6') appm�rm �� PLAT D.91938 0 J67
665.81 �f/ood /ine �� S 4576 44'ZY T.M. NO. 126 24
PATR/C7 ✓. HUNT > % (38..�86 Ac. /- \ \ C 452.54'
D.B.3078 P. 183 ro osed \ \
s PLAT 0..91.99\�19 R. 449 p ° p s ft. \ sef i n ®42 .54 ,
�9 T.M. NO. 126\ 25C4 r `3O \ se
�bui/dm si�
A 6 / I28" O-�
°r ® S=F2OF2
�SOp d 0 SCALE• 1 IN.= 300 FT lam" p Gl
\�U ,c� S 5 3 l \ SING LELOTDIVISIOW o
\UJ�. J I 1 D/NA G. BR/G/SH 78.640CR�S AP�,�IeY S 445025E 20.05'--tie ��! •� D.B. 4506 P.551 OF
c fd. pipe 1.6 �� k U� ) / /00 // / PLAT D.B.945 P.748 MICHAEL RAY GOIN
NOof comer a n 5 T.M. NO. 126-32 SURODTO FOR.- /R/S REALTY HOLD/NOS, LLC Lic. No. 3143
(0.146 Ac.) -
c�
� oo w�
o•� s'-a\) t i(00
e
SC07TSl�/LLE D/STR/CT ALBEMARLE COUNTY
WROIN14
NO Z-lVgER 1, 2017
REY/SEO AUGUST 31, 2020
300 0 300 600 900
GRAPHIC SCALE - FEET
A TO B ALONG
CREEK
Beorii{q
O/stance
S 2954 09"
E
17.09'
S 523827"
E
19.33'
N 4600 46"
E
20.79'
S 897254"
E
26.31 '
S 50*1206"E
22.12'
N 8603:74"
E
8.79'
N 65'1345"
E
168.9'
S 227958"
E
22.72'
S 56'16 49 "
E
49.20'
S 395123"
E
15.35'
S 14 48 08"
dY
1383'
S 7429 04 "
E
30.66'
S 53'42:79 "
E
26.48'
N 792627"
E
21.57'
S 05'46 40"
N
19.94'
S 58116 f0"
E
1690'
S 3422 03"
iY
23.84'
N 83;74'18"
E
22.19'
S 66 08:77"
E
16.60'
S 50:5.746"
E
18.09'
S 100539"
E
20.90'
N 69'12?6"
E
1594'
S 81285> "
E
10.9.7'
B TO C ALONG
CREEK
Bear/ng
O/stance
S 16'40 03"
E
47.91 '
S 70'5713"
E
95.84'
S 30'17:73"
E
4354'
S 183727"
E
45.45'
S 844704"
E
7905'
S 40'5213"
E
111.80'
S 320306"
E
168.84'
S 4552 4O"
E
2330'
B TO D ALONG
CREEK
Bear/ng
D/stance
N 26'00:73"
E
56.25'
N 3921 293"
E
56.62'
N 03'1612"
E
14657'
N 3447:79"
W
54.54'
N 5548 41 "
E
72. 42'
N 0757:36"
E
30. 13'
N 114250"
W
6.9.80'
N 3652:74"
E
51. 19'
S 8546:77"
E
65.39'
N 695726"
E
40..92'
N 614304"
E
182.62'
S 7024 42"
E
94. 40'
N 48'0712"
E
37. 18'
N 7202220"
E
87. 49'
D TO E
ALONG
CREEK
Bear/ng
Distance
N 08'44 49"
W
57.14'
N 262510"
E
89.74'
N 042359"
W
80.87'
N 25-45:74
" E
65. 93'
N 03"1955"
E
7489'
SHEET 2 OUT OF 2