HomeMy WebLinkAboutSUB202100200 Plat - Approved 2022-07-070
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NOTES:
1. THIS SUBDIVISION PLAT WAS BASED ON A CURRENT FIELD RUN SURVEY FOR PARCEL 2133. NO CURRENT FIELD RUN SURVEY WAS
PERFORMED FOR THE CONSOLIDATION OF PID 05900-00-00-029BO AND PID 05900-00-00-029C0. ALL THE INFORMATION PERTAINING TO
CONSOLIDATION AND THE TOTAL ACREAGE WAS TAKEN FROM RECORD DATA. THE BOUNDARY INFORMATION SHOWN HEREON WAS
TAKEN FROM THE FOLLOWING INSTRUMENTS OF RECORD:
• A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "SUBDIVISION PLAT - PARCEL 2A1 AND PARCEL 2A2 - A DIVISION OF
PARCEL 2A - BECKONING RIDGE - THE PROPERTY OF THREE SPRINGS, LLC LOCATED ON STATE ROUTE 1644 (OLD BALLARD FARM
LANE) AND STATE ROUTE 1609 (BECKONING RIDGE ROAD)," DATED NOVEMBER 6, 2014, AND IS RECORDED IN DEED BOOK 4566 AT
PAGES 53-58.
• A PLAT PREPARED BY COMMONWEALTH LAND SURVEYING, LLC ENTITLED "BOUNDARY LINE ADJUSTMENT - TMP 59-29 & 29C - LOTS 1 &
2 - BECKONING RIDGE," DATED MAY 19, 2011 AND IS RECORDED IN DEED BOOK 4091 AT PAGES 336-341.
• A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "BOUNDARY LINE ADJUSTMENT PLAT - PARCELS T, U, & V - PARCEL T, A
PORTION OF T.M. 59-29E BEING ADDED TO & COMBINED WITH T.M. 59-30D - PARCEL U, A PORTION OF T.M. 59-30D BEING ADDED TO &
COMBINED WITH T.M. 59-29E - PARCEL V, A PORTION OF T.M. 59-29C BEING ADDED TO & COMBINED WITH T.M. 59-29E LOCATED ON
STATES 677 & 1609," AND IS RECORDED IN DEED BOOK 3638 AT PAGES 417-422.
• A PLAT PREPARED BY ROGER W. RAY & ASSOC., INC. ENTITLED "SUBDIVISION PLAT - PARCEL 1 & 2 - BECKONING RIDGE LOCATED ON
STATE ROUTE 677 NEAR OWENSVILLE," DATED AUGUST 15, 2003, LAST REVISED OCTOBER 8, 2003, AND IS RECORDED IN DEED BOOK
2650 AT PAGES 330-344.
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 THE SUBJECT PROPERTY IS RURAL AREA (RA). FRONT: 75' (PUBLIC ROAD)/25' (INTERNAL PUBLIC/PRIVATE ROAD), SIDES:
25', REAR: 35'. PORTIONS OF THE SUBJECT PROPERTIES SHOWN HEREON APPEAR TO BE SITUATED WITHIN A CRITICAL SLOPE ZONE.
4. UNLESS OTHERWISE NOTED, IRON RODS TO BE SET AT ALL CORNERS OF PARCEL 2A3. NO CORNER MARKERS SET ON THE REMAINDER
OF PID 05900-00-00-029BO AND PID 05900-00-00-029CO AS IT WAS BASED ON. -RECORD INFORMATION AND NOT A CURRENT FIELD RUN
SURVEY.
5. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER WILL NOT BE AVAILABLE TO THIS PROPERTY.
6. THE SUBJECT PROPERTIES SHOWN HEREON ARE NOT LOCATED IN A WATER SUPPLY WATERSHED.
7. THE SUBJECT PROPERTIES SHOWN HEREON ARE NOT LOCATED IN AN AGRIGULTURAL - FORESTAL DISTRICT.
8. 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.
9. THE SUBJECT PROPERTIES SHOWN HEREON APPEAR TO BE SITUATED IN AN AREA OF MINIMAL FLOOD HAZARD ZONE X (UNSHADED)
PER FIRM PANEL 51003CO255D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.
10. THE LAND USE REGULATIONS LISTED HEREIN ARE IMPOSED PURSUANT TO THE ALBEMARLE COUNTY ZONIING ORDINANCE IN EFFECT
ON THIS DATE AND ARE SHOWN FOR INFORMATION PURPOSES ONLY. THEY ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE
LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH.
11. COMMONWEALTH LAND SURVEYING, LLC HAS NO KNOWLEDGE OF ANY CEMETERIES OR GRAVE SITES ON 117HE SUBJECT PROPERTY.
12. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICES WILL NOT BE AVAILABLE TO THIS PROPERTY.
13. NO DEVELOPMENT RIGHTS ARE BEING AFFECTED BY THIS BOUNDARY LINE ADJUSTMENT.
14. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
441 VICINITY MAP: 1" = 2500'
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OWNER INFORMATION:
PID 05900-00-00-029BO
DB 4421 PG 355
PID 05900-00-00-029CO
1620 BECKONING RIDGE ROAD
1622 BECKONING RIDGE ROAD
DB 4222 PG 385
THREE SPRINGS LLC
4997 SANDY BRANCH RD
BARBOURSVILLE VIRGINIA, 22923
PLAT SHOWING A SUBDIVISION OF
PID 05900-00-00-029BO AND
BOUNDARY LINE ADJUSTMENT
BETWEEN PID 05900-00-00-029BO AND
PID 05900-00-00-029CO
SAMUEL MILLER MAGISTERIAL DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: N/A
DATE: OCTOBER 28, 2021 REVISED: MARCH 4, 2022
SHEET 1 OF 2
PREPARED BY: DAJ
15. PID 05900-00-00-029BO AND PARCEL 2A3 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE
COUNTY ZONING ORDINANCE.
16. THE STREAMS AND STREAM BUFFERS SHOWN HEREON ARE TAKEN FROM COUNTY GIS DATA AND NOT FROM A CURRENT FIELD RUN
SURVEY. THE PLANIMETRICS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.
17. PARCEL 2A3 IS ASSIGNED ONE (1) DEVELOPMENT RIGHTS AND MAY NOT BE FURTHER DIVIDED. REVISED TMP 59-29B IS ASSIGNED FOUR
(4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. THE DEVELOPMENTS RIGHTS SHALL NOT COMPRISE MORE THAN 39.355
ACRES.
PAT H OF
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3/4/2022
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COUNTY APPROVAL:
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AL9I=MARLE COUNTY OFFICIAL TITLE DATE
OWNERS APPROVAL:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PLAT
SHOWING A SUBDIVISION OF PID 05900-00-00-029BO AND BOUNDARY LINE
ADJUSTMENT BETWEEN PID 05900-00-00-029BO AND PID 05900-00-00-029CO , IS
WITH TH —FR€E C SENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UND (INEq N RS, PROPRIETORS AND TRUSTEES, IF ANY.
.1 I2022
THREE RINGS LLC VV DATE
NOTARY PUBLIC
COUNTY OF ALBEMARLE
TO WIT:
THE FOREGOING INSTRUMENT WAS AC NOWLEEDGED/�
BEFORE ME THIAVdx DAY OIL ���m1g//, \
ANE (YPRIE�T RS AND/OR TRUSTEES.
NOTARY PUBLIC
Y COMMISSION
r{H; Nell Melody Beisner
Commonwealth of Virginia
Notary Public
`rY Commission No.102489
My Commission Expires 10/31/2023
DRAIN FIELD TOPOGRAPHIC NOTES:
THIS TOPOGRAPHIC SURVEY OF THE DRAIN FIELDS
SHOWN HEREON THIS SUBDIVISION PLAT, WAS
COMPLETED UNDER THE DIRECT AND RESPONSIBLE
CHARGE OF DAVID JORDAN FROM AN ACTUAL X
GROUND OR _ AIRBORNE SURVEY MADE UNDER MY
SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL
DATA WAS OBTAINED ON MARCH 3, 2022; AND THAT THIS
PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING
METADATA MEETS MINIMUM ACCURACY STANDARDS
UNLESS OTHERWISE NOTED.
VERTICAL DATUM: ASSUMED. CONTOUR INTERVAL: 1'
THE TOPOGRAPHIC SURVEY WAS PREPARED FOR
THREE SPRINGS LLC.
JOB: A-59-29B-29C-SBD-BLA
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AREA TABULATION:
PARCEL OWNER INSTRUMENT AREA
ORIGINAL PID 05900-00-00-029BO THREE SPRINGS LLC DB 4421 PG 355 21.065 ACRES
-PARCEL 2A3 3.000 ACRES
REMAINDER PID 05900-00-00-029BO 18.065 ACRES
+PID 05900-00-00-029CO THREE SPRINGS LLC DB 4222 PG 385 21.290 ACRES
NEW PID 05900-00-00-029BO 39.355 ACRES
• PID 05900-00-00-029CO IS TO BECOME A PART OF PID 05900-00-00-029130.
N:3918178.814�
sr:11461127.313
/ 334.96;j
J 0 ♦ ,JCQ
/ o
/ 11, REMAINDER
PID 05900-00-00-029BO
' LESS PARCEL 2A3
18.065 AC
/ L34
,! L33
L32 L31
L30 j
f / L26
40'ACCESS EASEMENT
\ / DB 3638 PG 417-422
DB 2650 PG 330-344
HEREBY VACATED
L10 \.N�o L1 L19
�o
%�6sj, v�`v5 11 L14
L12 L1
IF �
i
L N:3917756.725
E:11460143.487
S
i
PLAT SHOWING A SUBDIVISION OF
PID 05900-00-00-029BO AND
BOUNDARY LINE ADJUSTMENT
BETWEEN PID 05900-00-00-029BO AND
PID 05900-00-00-029CO
SAMUEL MILLER MAGISTERIAL DISTRICT
C COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 150'
DATE: OCTOBER 28, 2021 REVISED: MARCH 4, 2022
12901 SHEET 2 OF 2
PREPARED BY: DAJ
PID 05900-00-00-030EO
' BLYTHE B. AND �S�
CHARLES L. WATKINS N:3916917.572 J
�-' DB 4870 PG 333 g � v E:11461929.992,J
I S 32°28'24" E 1,495.00' (TOTAL)
-! ,. 116004'
r N �S r 25'
'-'0 \ o
NEW 05900-00-00-029BO
39.355 AC
N /
w / / VARIABLE PERMANENT
DRAINAGE EASEMENT
co
m / / DB 2650 PG 330-344 w
PID 05900-00-00-029C0 a? PID 05900-00-00-030EO
co / / 21.290 AC rn BLYTHE B. AND
CHARLES L. WATKINS
- l / 20' PERMANENT DB 4870 PG 333
DRAINAGE EASEMENT
Z / / DB 2650 PG 330-344 �\ I
N
co
VARIABLE PERMANENT • Sg� A� �rr0 00
DRAINAGE EASEMENT v)
6
m l/ DB 2650 PG 330-344 ,\o o S I
Os000
a /
�° Lb
PID 05900-00-00-030EO
<O� o // / BLYTHE B. AND
w I I ad, 10 \ woo / / CHARLES L. WATKINS
Ia)i 1 �� ocsoo Sao / / / DB 4870 PG 333
IS/ '2S'S, IIF 11 _I 1. <O% -0 / /// \
/ 607.39
4 IF I -C3- I NS BM r,'9 ao
DF (IF
TO 4r IFcl
11 \IF C
IFIF 1 IF IF /
1? \\A \\ \ ` F PARCEL 2A3/
3.000 AC
DF
DF
DRAINFIELDr co
�IS DF
3
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Ssr•
N:3916720.388
E:11460159.53�
PID 05900-00-00-005CO
GINA H. FLETCHER
INB 128 PG 305
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IF
STgT L
't ,C ROU7-
VARKOl1///VG R/DE 1609
ABLE W/OT8GFR0
R/GHT-OF /'UBL/C
PID 05900-00-00-029A0 B 3638 PG -wA Y
PARCEL W DB 265O7,G 3p 42.
LINE
BEARING
DISTANCE
L1
S 00004'47" E
50.00'
L2
S 68040'52" E
25.20'
L3
N 77009'49" E
10.73'
L4
S 73015'50" E
22.32'
L5
S 60°03'31" E
24.68'
L6
N 89014'36" E
4.50'
L7
S 83047'27" E
20.05'
L8
S 78007'10" E
20.93'
L9
N 85019'48" E
24.81'
L10
S 29034'16" E
12.47'
L11
S 45051'37" W
12.30'
L12
S 01 °54'03" E
12.67'
L13
S 35014'50" E
10.07'
L14
S 72058'22" E
10.32'
L15
N 49038'54" E
22.20'
L16
S 74040'09" E
9.29'
L17
S 24016'28" E
43.35'
L18
N 60056'41" E
21.47'
L19
N 87025'28" E
14.12'
L20
S 61 °02'08" E
39.88'
L21
S 71 °13'06" E
42.42'
L22
S 88045'32" E
28.12'
L23
N 50039'13" E
23.63'
L24
S 80040'35" E
18.28'
L25
N 18030'39" E
22.10'
L26
N 53041'53" E
13.31'
L27
N 77018'27" E
28.49'
L28
N 87029'52" E
31.87'
L29
N 75033'38" E
27.58'
L30
N 33025'33" E
9.57'
L31
N 17059'35" W
20.33'
L32
N 33048'39" E
9.13'
L33
S 62044'31" E
22.65'
L34
S 84049'13" E
12.56'
L35
N 50000'27" E
73.68'
L36
S 75026'09" W
40.32'
L37
N 66036'12" W
81.62'
L38
N 20039'29" W
60.29'
L39
N 09047'57" W
16.03'
L40
S 61050'51" W
30.00'
L41
S 00004'47" E
252.95'
L42
N 55°45'43" E
111.97'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
225.00'
42.64'
42.58'
N 15013'43" W
10"51'33"
C2
35.00'
27.55'
26.84'
N 12045'01" E
45005'57"
C3
50.00'
133.91'
97.33'
N 41 °25'33" W
153°27'05"
11/R
83SO�T�FG
y�0 R70
LEGEND NF
PID 05900-00-00-00500
BM
WENDY B. HAGEN
BENCHMARK
DB 5473 PG 564 DF
DRAINFIELD CORNER
\ IF
IRON ROD FOUND
IS
IRON ROD SET
NS
NAIL SET
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DORDAN
2976
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JOB: A-59-29B-29C-SBD-BLA
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