HomeMy WebLinkAboutSUB202100184 Plat - Submittal (First) 2021-10-25NOTES:
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:
THE PLATTING OR DEDICATION OF THE FOLLOWING, SUBDIVISION PLAT
PID 13600-00-00-00900 - LOT 4, 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
OWNER INFORMATION:
PID 13600-00-00-00900
SCUFFLETOWN LLC
1145 JAMES RIVER ROAD
SCOTTSVILLE VIRGINIA, 24590
DB 3854 PG 28
SUBDIVISION PLAT
PID 13600-00-00-00900
LOT 3
SCOTTSVILLE DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 60'
DATE: JULY 26, 2021
SHEET 1 OF 1
TH
REVIEW
DAVID A. JORDAN
Lic. No. 2976
COPY 1?_
LAtiO S URNJI;_�y�
m
N:3805385.684
E:11470614.415
PID 13600-00-00-00900
SCUFFLETOWN LLC
86.04 AC (RECORD)
-2.00 AC (LOT 4)
84.04 AC REMAINDER
DB 3854 PG 28
IS I
N 01-46-11" E 175 •01' I Q
Z WELL
00
N LOT 3
w � 2.000 AC
N:3805830.969
E:11470547.932
L
C2
PID 13600-00-00-009FO
SCUFFLETOWN LLC
LOT 2 AND AREA Y
DB 3876 PG 474-479
DB 3551 PG 475
DB 2108 PG 656-657
DB 500 PG 423 PLAT
DB 500 PG 420 PLAT
DB 393 PG 11
DB 203 PG 390
I
1 _ _ N 06°47'22" E 679.13' _ _ _ _ _ F
IF \
DFL3 NEW VARIABLE WIDTH \ \
DRAINFIELD
J EASEMENT FOR LOT 3 \N23°124j„e
73 65
DFL1 DRAINFIELD LL C 714•64• \ROTAL) I�
(TOTAL)
DFL5 CENTERLINE NEW 25.01'
�(TOTAL) 50' PRIVATE STREET \
25.69' AND DRAINFIELD \
(TIE) ACCESS E SEMENT IF q
29.17' �7
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_ _ \ 193.46, 50' AND VARIABLE WIDTH
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i
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PID 13600-00-00-009EO
JAMES RIVER FARM LLC
DB 3854 PG 23
SUBDIVISION PLAT
PID 13600-00-00-00900
LOT 3
SCOTTSVILLE DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 60'
DATE: JULY 26, 2021
SHEET OF
\ S 10056'19" yy 618.92' � - - \ � EASEMENT D
_ DB 4030 PG 639-645 -
\ ca -
_ 121.03' � 2
\ N S 18°1420_n'�) - L5 L4 ( TOT AL) IFI
\ W 212.Op - L7 -0 _ L6
PID 13600-00-00-009C0
JOSHUA LOGAN AND
\ HANNAH ELIZABETH
\ CRITZER
DB 5503 PG 90
TH
REVIEW
DAVID A. JORDAN
Lic. No. 2976
'( COPY R-
kALVID SURVI;-�y�
d
VIRGINIA STATE PLANE GRID
NORTH NAD 83 SOUTH ZONE
LINE
BEARING
DISTANCE
L1
N 22052'04" W
81.07'
L2
S 14057'24" W
58.31'
L3
S 72054'58" W
57.08'
L4
S 10*58'13" W
142.05'
L5
S 02001'07" W
106.18'
L6
S 02016'56" E
147.34'
L7
S 05°2644" W
94.46'
LS
I S 28009'45" W
1 110.21'
LINE BEARING DISTANCE
AL1 I S 22°52'04" E 1 26.86'
LINE
BEARING
DISTANCE
DFL1
N 62038'50" W
73.71'
DFL2
N 82032'14" W
69.90'
DFL3
N 07027'46" E
121.14'
DFL4
S 82032'14" E
79.45'
DFL5
S 62038'50" E
85.89'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
419.50'
180.39'
179.00'
N 10°32'57" W
24°38'15"
C2
351.10'
21.11'
21.11'
N 21°08'42" W
3°26'44"
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
ACII
1 419.42'
174.50'
1 173.24'
1 S 29°53'11" W
1 23050'17"
AC2
145.20'
1 122.46'
1 118.86'
1 S 17°38'41" W
1 48019'19"
AC3
361.10'
1 103.05'
1 102.70'
1 S 14°41'31" E
1 16021'05"