HomeMy WebLinkAboutSUB202100192 Plat - Submittal (First) 2021-10-27NOTES:
1. THIS SUBDIVISION PLAT WAS BASED ON A CURRENT FIELD RUN SURVEY. THE AREA OF THE PARENT TRACT SHOWN
HEREON WAS TAKEN FROM COMPILED RECORD DATA. THE BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN
FROM THE FOLLOWING INSTRUMENTS OF RECORD:
• A PLAT PREPARED STANLEY LAND SURVEYS, PLC ENTITLED "PLAT SHOWING BOUNDARY ADJUSTMENT
SURVEY OF TAX MAP 136 PARCEL 9 AND 9F - THE SCUFFLETOWN LLC PROPERTIES," DATED NOVEMBER 22,
2016, LAST REVISED MARCH 2, 2017, AND IS RECORDED IN DEED BOOK 4918 AT PAGES 347-353.
• A PLAT PREPARED BY STANLEY LAND SURVEYS, PLC ENTITLED "PLAT SHOWING BOUNDARY ADJUSTMENT
SURVEY OF TAX MAP 136 PARCELS 9, 9H, AND 9E - THE SCUFFLETOWN LLC & JAMES RIVER FARM LLC
PROPERTIES," DATED OCTOBER 28, 2015, AND IS RECORDED IN DEED BOOK 4758 AT PAGES 504-512
• A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "LOT 1 AND LOT 2 - A PORTION OF THE
PROPERTY OF STUART VERNON TAPSCOTT AND MAXWELL TRAVIS CRIZTER & ANGELA R. CRITZER ALSO
BOUNDARY LINE ADUJSTMENT PLAT - PARCEL - APORTION OF TAX MAP 136 PARCEL 9C BEING ADDED TO
AND COMBINED WITH TAX MAP 136 PARCEL 9 LOCATED ON STATE ROUTE 726 (JAMES RIVER ROAD)," DATED
APRIL 3, 2009, AND IS RECORDED IN DEED BOOK 3876 AT PAGES 474-479.
• A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "SUBDIVISION PLAT - LOT 3 - APORTION OF
THE PROPERTY OF STUART VERNON TAPSCOTT AND MAXWELL TRAVIS CRITZER & ANGELA R. CRITZER -
ALSO NEW 50' & VARIABLE WIDTH PRIVATE STREET EASEMENT LOCATED ON STATE ROUTE 726 (JAMES
RIVER ROAD)," DATED MAY 11, 2010, AND IS RECORDED IN DEED BOOK 4030 AT PAGES 639-645.
2. NO TITLE REPORT FURNISHED IN THE PREPARATION OF THIS PLAT. THUS EASEMENTS AND ENCROACHMENTS MAY
EXIST THAT ARE OTHERWISE UNKNOWN.
3. THE ZONING OF SUBJECT PROPERTIES IS RURAL AREAS (RA). LOT 1 IS NOT SITUATED WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT OR WITHIN A STEEP SLOPE OVERLAY. THE REMAINDER OF THE PARENT TRACT
IWLL REMAIN IN THE HATTON AGRICULTURAL -FORESTAL DISTRICT AND PORTIONS ARE SITUATED WITHIN CRITICAL
SLOPES OVERLAY.
4. FRONT: 75FROM EXISTING PUBLIC ROADS/25' FROM INTERNAL PUBLIC OR PRIVATE ROADS), SIDES: 25', REAR: 35'
5. UNLESS OTHERWISE NOTED. IRON RODS TO BE SET AT ALL CORNERS.
6. PORTIONS OF THE PARENT TRACT SHOWN HEREON APPEAR TO BE SITUATED IN SPECIAL FLOOD HAZARD AREA ZONE AE
(BASE FLOOD ELEVATIONS DETERMINED), SPECIAL FLOOD HAZARD AREA REGULATORY FLOODWAY ZONE AE (BASE
FLOOD ELEVATIONS DETERMINED) AND AN AREA OF MINIMAL FLOOD HAZARD ZONE X (UNSHADED) PER FIRM PANEL
51003CO520D WITH AN EFFECTIVE DATE OF JANUARY 5, 2007. LOT 1 APPEARS TO BE SITUATED WITHIN AN AREA OF
MINIMAL FLOOD HZAZRD ZONE X (UNSHADED) PER FIRM PANEL 51003CO520D WITH AN EFFECTIVE DATE OF JANUARY 5,
2007.
7. COMMONWEALTH LAND SURVEYING, LLC HAS NO KNOWLEDGE OF ANY GRAVE SITES OR CEMETERIES ON THE SUBJECT
PROPERTIES.
8. THE SUBJECT PROPERTIES ARE NOT SITUATED WITHIN A WATER SUPPLY WATERSHED OR AN AGRICULTURAL -FORESTAL
DISTRICT.
9. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THESE
PROPERTIES.
10. LOT 1 AND THE REMAINDER OF PID 136-00-00-00900 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
11. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM
OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE
COUNTY OF ALBEMARLE.
NOTARY PUBLIC
COUNTY OF ALBEMARLE
TO WIT:
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
AS OWNERS, PROPRIETORS AND/OR TRUSTEES.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
OWNERS APPROVAL:
THE PLATTING OR DEDICATION OF THE FOLLOWING, PLAT SHOWING BOUNDARY
LINE ADJUSTMENT BETWEEN PID 11500-00-00-006A0, PID 11500-00-00-006BO AND
PID 11500-00-00-006131 AND FAMILY SUBDIVISION OF PID 11500-00-00-006130, IS
WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
SCUFFLETOWN, LLC DATE
APPROVED FOR RECORDATION:
ALBEMARLE COUNTY DESIGNATED AGENT DATE
PLAT SHOWING BOUNDARY LINE ADJUSTMENT
BETWEEN PID 11500-00-00-006A05
PID 11500-00-00-006BO AND PID 11500-00-00-006131
AND FAMILY SUBDIVISION OF PID 11500-00-00-006BO
SCOTTSVILLE DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: N/A
DATE: JULY 26, 2021
SHEET 1 OF 3
OWNER INFORMATION:
PID 13600-00-00-00900
SCUFFLETOWN LLC
1145 JAMES RIVER ROAD
SCOTTSVILLE VIRGINIA, 24590
DB 3854 PG 28
H OF
REVIEW ,z.
D
DAVID A. JORDAN
Lic. No. 2976
COPY
SURNJ' .-: t
L$
IF
IF
IF
PID 11500-00-00-00100
KIMCO, L.C.
DB 1280 PG 603
BIF N 36-59-59" E N 3801818" E
N 20°38'14 191.74' BIF 153.15'
2g57g' BIF
PID 11500-00-00-006BO
1/ 000 A'
Z \PID 11500-00-00-006E0
SAMUEL A. AND LISA B. THACKER
PARCEL 6B
DB 1140 PG 4060
IF \ \
4IF 1-5 "
,5 BIF
N 28-
221.39'
S
IF
APPROXIMATE
LOCATION
DRAINFIELD
�v
PARCEL D140
0.190 ACu,
� 3p Z' 90.
IF 0
CroN�)
PID 11500-00-00-006EO
SAMUEL A. AND LISA B. THACKER
PARCEL 6B
DB 1140 PG 4060
PLAT SHOWING BOUNDARY LINE ADJUSTMENT
BETWEEN PID 11500-00-00-006A09
PID 11500-00-00-006BO AND PID 11500-00-00-006131
AND FAMILY SUBDIVISION OF PID 11500-00-00-006BO
SCOTTSVILLE DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 150'
DATE: JULY 26, 2021
SHEET 2 OF 3
IF 3
I
I
I
I
I
I
I
I
I °tip
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
592.96'
139.97'
139.65'
S 05044'22" W
13031'30"
C2
592.76'
334.87'
330.43'
S 11034'24" E
32022'05"
C3
592.76'
54.87'
54.85'
S 01057'32" W
5018'12"
C4
592.76'
30.00'
30.00'
S 02008'33" E
2053'59"
C5
592.76'
250.00'
248.15'
S 15040'30" E
24009'54"
C6
592.76'
84.87'
84.79'
S 00030'33" W
8012'11"
PID 10400-00-00-01500
E.GRANTAND
BARBARA H. COSNER
H s DB 1599 PG 505
1pp 7g IF
PARCEL A %
1.033 AC �9
/ 3kR
At
PID 11500-00-00-006AO
9.959 AC
�il� \ F 38`? 8p•
moo\PARCEL B
A 1.033 AC
PARCEL C 's\
\- S?2 3 0.190 AC 9E-\
S S8
\
3p.. By??oI IS
h' s� �T'
PID 11500-00-00-006B1
3.368 AC
I F ?43 39 S 8s 4041 W
IF
�6
PLT H OR L�
REVIEW ')z.
a
DAVID A. JORDAN
Lic. No. 2976
L� COPY
L tiD SURN�y
N 31°41'44" E
IS
193.34.
3 620 PQ
Gt G IS 51P��GR0AF6
I IF o P
,
O�
LINE
BEARING
DISTANCE
L1
S 04033'37" W
38.00'
L2
S 04036'38" W
122.97'
L3
S 49018'18" W
149.99'
L4
S 34018'42" W
135.42'
L5
S 49009'02" W
131.42'
L6
N 49031'34" W
147.18'
L7
N 83°02'30" W
142.19'
L8
N 18°41'46'. E
1 143.95'
L9
S 38-29-30" W
1 134.60'
0 150 300 450
IF
PID 11500-00-00-006EO
SAMUEL A. AND LISA B. THACKER
PARCEL 6B
DB 1140 PG 4060
PID 11500-00-00-00100
KIMCO, L.C.
DB 1280 PG 603
BIF N 36-59-59" E N 38°18'18" E N 28°54'59" E IF
N 20°3g'14 E 191.M--BIF -153 1 22] -
I F �S5,
L$
IF ems\
2
wn,
au d"
ate• \ m�
IFISo
J G
ISM _
IF 6
Z
�I
41
IF \
a N
ww:
� IF
h o
R
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
592.96'
139.97'
139.65'
S 05044'22" W
13031'30"
C2
592.76'
334.87'
330.43'
S 11034'24" E
32022'05"
C3
592.76'
54.87'
54.85'
S 01057'32" W
5018'12"
C4
592.76'
30.00'
30.00'
S 02008'33" E
2053'59"
C5
592.76'
250.00'
248.15'
S 15040'30" E
24009'54"
C6
592.76'
84.87'
84.79'
S 00030'33" W
8012'11"
PID 10400-00-00-01500
E.GRANTAND
BARBARA H. COSNER
DB 1599 PG 505
1IF
�
818..E
\ 9e3,3g.
NEW PID 11500-00-00-006AO \ �41 2s 9.958 AC
eL �
� S
/ 0
\•. \� ^�$ �^rye '
off°
LOT 2 \F CO
\ 15.444 AC
IF "L \ �31° 144" E IS 1 \O
SS° IS 193.34' pRyry
s Se\ 500
IF �S � � \ SS�° IS
BIF L4 IF IS S6
0
0\2s se / 2SriQ \ tk.
1� pgS3 \CIDv �2 620 P�
3p8SID CO NEW PID 11500-00-00-006B1 0'6 IS S10- PC 5$
vo
IF 8. 3.368AC 1 IF �0 - l?'\13 ?13
(TOTq�� IF
PID 11500-00-00-006EO SS 4S 3g..
SAMUEL A. AND LISA B. THACKER w IF
PARCEL 6B 3.
DB 1140 PG 4060 S SS 4p 41,• w
IF
-ST4°41'507W7R.89�
LOT 1
15.444 AC
PLAT SHOWING BOUNDARY LINE ADJUSTMENT
BETWEEN PID 11500-00-00-006A09
PID 11500-00-00-006BO AND PID 11500-00-00-006131
AND FAMILY SUBDIVISION OF PID 11500-00-00-006BO
SCOTTSVILLE DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 150'
DATE: JULY 26, 2021
SHEET 2 OF 3
APPROXIMATE
LOCATION
DRAINFIELD
I
I
I
I
I
I
I
I
lei
4
I ^^ry
91`'d
T H OF
o REVIEW
U
DAVID A. JORDAN
Lic. No. 2976
COPY <
SUR\Jla i
LINE
BEARING
DISTANCE
L1
S 04033'37" W
38.00'
L2
S 04036'38" W
122.97'
L3
S 49018'18" W
149.99'
L4
S 34018'42" W
135.42'
L5
S 49009'02" W
131.42'
L6
N 49031'34" W
147.18'
L7
N 83002'30" W
142.19'
L8
N 18°41'46" E
143.95'
L9
S 38°29'30' W
134.60'
0 150 300 450