HomeMy WebLinkAboutSUB202100085 Plat - Revision 2021-07-20APPROVED FOR RECORDATION :
FOR REVIEW
AGENT FOR THE BOARD OF SUPERVISORS DATE
FOR
REVIEW
BRIAN S. RAY
Lic. No. 002281
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF
PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE
CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE.
THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON
THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT
RIGHTS SHOWN HEREON IS THEORETICAL.
A. T.M.65-ID & 1E ARE ZONED RA(FLOOD HAZARD OVERLAY).
B. REVISED TRACT 2 IS ASSIGNED THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
TWO DEVELOPMENT RIGHTS WERE DERIVED FROM TRACT 2 AND ONE DEVELOPMENT RIGHT WAS
DERIVED FROM TRACT 3(D.B.5433-1365 & 136 PLAT). WHEN USED THEY SHALL NOT TOTAL MORE
THAN 23.22 ACRES.
C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS ❑ATA,REVISED TRACT 2 CONTAINS A BUILDING
SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
D. SETBACK REQUIREMENTS:
FRONT= 75'
SIDES= 25'
REAR= 35'.
E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THIS PROPERTY LIES WITHIN A WATER
SUPPLY WATERSHED.
F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS OATA,THIS PROPERTY DOES NOT LIE WITHIN AN
AG -FORESTAL DISTRICT.
G. UNDER CURRENT COUNTY POLICY,PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE
TO THIS PROPERTY.
H. THE APPROXIMATE LOCATION OF THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY
OF ALBEMARLE GIS DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
NOTES:
1. OWNERS & ADDRESS:
T.M.85-1D & 1E (TRACT 2 AND TRACT 3)
CYRENA W.SPARKMAN
3262 WESTHEIMER ROAD #448
HOUSTON, TX 77098
2. NO FIELD WORK WAS PERFORMED IN PREPARATION OF THIS COMPOSITE BOUNDARY LINE ADJUSTMENT
PLAT. ALL BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY THIS FIRM,DATED AUGUST
4,2020,RECORDED IN D.B.5433-135 & 136,AND WAS NOT RESURVEYED THIS DATE.
(2020) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM.
3. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT:
T.M.65-1D(TRACT 2)= 40.00 ACRES
T. M.85-1E (TRACT 3) = 15. A5 ACRES
4. T.M.85-ID & 1E ARE SUBJECT TO AN EASEMENT TO THE CHESAPEAKE AND POTOMAC TELEPHONE
COMPANY OF VIRGINIA(D.B.448-20).
5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES,EASEMENTS AND/OR
COVENANTS THAT MAY EXIST.
6. THE EXISTING ENTRANCES AND IMPROVEMENTS ALONG THE BOUNDARY LINES WERE TAKEN FROM
A PLAT BY THIS FIRM,DATEO AUGUST 4,2020,AND WERE NOT CONFIRMED THIS DATE.
BOUNDARY LINE ADJUSTMENT PLAT
REVISED TRACT 2,CONTAINING 55.45 ACRES
THE COMBINING OF TAX MAP 85 PARCELS 10 & 1E
THE PROPERTY OF CYRENA W.SPARKMAN
LOCATED ON STATE ROUTE 636(BATESVILLE ROAD)
AND STOCKTON MILL CREEK
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1" = 300' DATE: APRIL 23, 2021
REVISED: JULY 6, 2021
FOR
CYRENA W.SPARKMAN
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM SHEET 1 OF 3 14844C
VICINITY MAP
SCALE: 1" = 2000'+/-
636
BATESVILLE
ROAD
692
PLANK
ROAD
635
CRAIGS
STORE
ROAD
6B9
BURCHS
CREEK
ROAD
BATESVILLE
PLANK
ROAD
635
MILLER
SCHOOL
ROAD
u
POUNDING
CREEK
ROAD
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,REVISED TRACT 2,CONTAINING
55.45 ACRES,THE COMBINING OF TAX MAP 85 PARCELS 1D 6 IE,IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S),PROPRIETORS,AND/OR TRUSTEES,
IF ANY.
FOR REVIEW
CYRENA W.SPARKMAN
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF FOR
2021. BY CYRENA W. SPARKMAN REVIEW
NOTARY PUBLIC
MY COMMISSION EXPIRES :
FOR
REVIEW
DATE: APRIL 23, 2021
REVISED: JULY 6, 2021
FOR
CYRENA W.SPARKMAN
ROGER W.RAY 6 ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
NOTARY SEAL
SHEET 2 OF 3 14B44C
LINE
BEARING
DISTANCE
L1
N41*49'50"E
36.40
L2
N58'31'51"E
58.24
L3
N04'43'00"E
77.59
L4
N51'30'11"E
76.71
L5
N31052'02"E
84.80
L6
N85045'31"E
57.27
L71
N37009'23"E
67.62
LBI
N42-38-58"El
178.9B
LINE
BEARING
DISTANCE
L9
N33.20'14"E
108.56
L10
N67'07'24"E
122.22
L11
N85'40'21"E
149.86
L12
S68'14'O7"E
63.15
L13
S29'41'41"E
60.01
L14
S69'41'09"E
99.13
L15
S53'55'19E
45.39
L16l
S 3-59-il"El
173.80
LINE
BEARING
DISTANCE
L17
S81'59'01"E
175.19
L18
N40'52'42"E
55.81
L19
N61'32'02"E
157.19
L20
N45'i2'49"E
31.10
L21
N10'35'20"E
50.44
L22
N62'25'59"E
48.20
L231
N81-36'40"El
123.83
L241
S69-38'56"Ej
53.08
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
C1
6°36'28"
395.74
45.64
22.85
45.61
N42'45'45"W
C2
65*15'11"
246.13
280.31
157.57
265.41
N69'08'39"W
C3
2°02'15"
6500.00
231.16
115.59
231.15
S75'12'22"W
C4
11°53'05"
430.00
89.19
44.76
89.03
S70'i6'57"W
DENOTES APPROXIMATE LOCATION OF AREA WITHIN ZONE A
(100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA FLOOD
INSURANCE RATE MAPS,EFFECTIVE DATE FEBRUARY 4.2005
(COMMUNITY PANEL 510006 04000).
U
a L1 THRU L24 ARE BOUNDARY LINES ALONG THE
cn CENTERLINE OF STOCKTON MILL CREEK
AS IT MEANDERS, MAJOR COURSES SHOWN
u� � IRON SET
.111:2 3 �I4 (2020)
> T.M.70-40A ��0 L1+1r"�i2 T.M.71-24C1 L21 �2 L2 2
.N
L20 30.00 S08 °45' 31"E
;="
v ......... ...::✓�ti4`I Cp �'s9,.110.29;..140.29'
* 6 L17 ti.e* :::.:..... IRON SET
O?....'Q �R f�i,�v IN STUMP
f �� ` [v .FK::: ..,..................... w (2020)
Z L6 OJ�� gUFFEA W
Q Av::::'� PF'Q� STREA o
�� T.M.85-1E o rn
f' mom. 0 TRACT 3 m
CYRENA W. SPARKMAN wM
�2 0.8.5439-179 -< T.M.71-23A
.:::: D.8.5433-135 CC w
===� . / REVISED TRACT 2 & 136 PLAT o
A T 5 oT' 55.45 ACRES a
sue\ (2020) TOTAL - ; c o
Ot0 L OH In
£ern yr2N PIPE FOUND
n\�N F R G INNE
PILE
FLAG : Zo �(2020)
N� IRON `.e -0FLAG Stu' �PPS� Torn \
T.M.85-1C 1(2020) T.M.65-ID FLAG PREVIOUSLY �n°: FLAG o
TRACT 1 TRACT 2 APPROVED o •r FLAG luo
al CYRENA W.SPARKMAN DRAINFIELD b " FLAG 'o
vi D.B.5439-179 SITES t��'\ W I T.M.85-20
D.B.5433-135 & 136 PLAT 'IT a
of S78'13'45"W; -
n v 313.25' EXISTING cm Lo
wlo EXISTING ENTRANCE m
i S7-
vco ENTRANCE 2209144„W,-� ! of co
N N
rn S75'5058"W _ C� N% 1O10
`�1 74.55 e\ N IRON FOUND
o� N39'40'03"W ���
of ei ` 88.89' AT 29.70'
IRON SET Zi �I S74 °11' 14"W T �;\ (2020)
AT 20.00' �� �__p.% C 211.65' T. M.85-1A -
(2020) / / � A J �
S76/13' 30 W T. M.85-2 STATE ROUTE 636
123.74' BATESVILLE ROAD
T.M.85-3A (30'PRESCRIPTIVE EASEMENT)
SCALE: 1" = 300'
FOR DATE: APRIL 23. 2021
REVIEW REVISED: JULY 6.2021
GRAPHIC SCALE 1"=300
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 3