HomeMy WebLinkAboutSUB202300047 Plat - Submittal (First) 2023-03-2294
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GREENE COUNTY
ALBEMARLE COUNTY
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TMP 20-5B
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SUBJECT PROPERTY
DURRETT
RIDGE ROAD
FRAY ROAD
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NORTH FORK
RIVANNA -
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STATEMENT OF CONSENT TO DIVISION-TMP 20-5B
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS
TAX MAP 20, PARCEL 5B, IS WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
WEST END SHOPS EAST LLC AGENT REPRESENTATIVE
PRINTED NAME AND TITLE OF SIGNER
COMMONWEALTH OF VIRGINIA
COUNTY/CITY OF ----------------------- ---------
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ----- DAY OF ----------- 20---.
MY COMMISSION EXPIRES:
NO -------
VICINITY MAP AREA SUMMARY:
SCALE: 1 " = 2000' EXISTING TMP 20-5B 34.786 ACRES
NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON.
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE
ALBEMARLE COUNTY CIRCUIT COURT CLERK.
3. THIS PLAT HAS BEEN PREPARED FROM ACTUAL FIELD SURVEYS, USING MONUMENTS FOUND
TO EXIST AT THE TIME OF SURVEY, THERE ARE NO VISIBLE EASEMENTS OR
ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
4. A PORTION OF THE SUBJECT PROPERTY DOES FALL WITHIN FLOOD HAZARD ZONE "A" FOR
THE 100 YEAR FLOOD AND THE REMAINDER IS LOCATED IN ZONE "X" AS SHOWN ON FEMA
MAP NO 51003CO150D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS
BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A
PORTION OF THIS PROJECT.
5. TMP 20-5B IS ZONED RURAL AREAS DISTRICT (RA)
6. PER GIS AT THE TIME OF PLATTING, TMP 20-5B IS IN THE FLOOD HAZARD OVERLAY
DISTRICTS, AND CONTAINS AREAS OF CRITICAL SLOPES.
7. PER GIS INFORMATION AT THE TIME OF THIS PLAT, THE PROPERTY DOES NOT LIE WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT
8. PER GIS INFORMATION AT THE TIME OF THE PLAT, THE PROPERTY DOES LIE WITHIN A
WATER SUPPLY WATER PROTECTION AREA.
9. REQUIRED BUILDING SETBACKS AND HEIGHTS:
FRONT - 75' ALONG EXISTING PUBLIC ROADS;
25' ALONG INTERNAL PUBLIC OR PRIVATE ROADS.
SIDE - 25'
REAR - 35'
HEIGHT - 35' MAXIMUM
10. NO EVIDENCE OF GRAVES OR BURIAL SITES ON THE SUBJECT PROPERTY WERE OBSERVED
AT THE TIME OF SURVEY.
11. PERMANENT MARKERS TO BE SET ON ALL NEW PROPERTY CORNERS AT TIME OF PLAT
RECORDATION. NO MARKERS ARE TO BE SET IN THE CENTER OF ROUTE 605.
12. EACH PARCEL CREATED HEREON, CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION
4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
13. PARCELS 1, 2, 3, 4, AND 5 IS ASSIGNED ONE (1) DEVELOPMENT RIGHT AND MAY NOT BE
FURTHER DIVIDED. THE RESIDUE OF TMP 20-B5 RETAINS ONE (1) DEVELOPMENT RIGHT AND
MAY NOT BE FURTHER DIVIDED.
14. THESE LOTS WILL BE SERVED BY WELL AND SEPTIC.
15. OWNERS AND SOURCES OF TITLE:
WEST END SHOPS EAST LLC
1233 CEDARS COURT, SUITE 101
CHARLOTTESVILLE VA, 22903
TITLE: I NST. 202200009287
PLAT: INST. 202200000107
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PROPOSED LOTS
LOT
1
2.561 ACRES
LOT
2
2.762 ACRES
LOT
3
2.945 ACRES
LOT
4
2.745 ACRES
LOT
5
2.574 ACRES
RESIDUE
21.199 ACRES
TOTAL
34.786 ACRS
LEGEND:
IF
IRON FOUND
IS
IRON SET
OS
OFFSET
SBL
SETBACK LINE
SF
STONE FOUND
SHEET INDEX:
SHEET
1
COVER SHEET
SHEET
2
OVERALL LAYOUT
& SHEET KEY
SHEET
3
SUBDIVISION OF
LOTS
SHEET
4
SUBDIVISION OF
LOTS
SHEET
5
SUBDIVISION OF
LOTS
SHEET
6
SUBDIVISION OF
LOTS
SHEET
7
SUBDIVISION OF
LOTS
BOUNDARY LINE TABLE
LINE
BEARING
DISTANCE
L 1
S
39'5537"
W
18.81 '
L2
N
72'20'38"
W
45.50'
L3
N
762451 "
W
59.72'
L4
N
882446"
W
38.10'
L5
S
75'2431 "
W
87.36'
L6
S
67'5449"
W
82.00'
L7
S
64'38 22 "
W
58.79'
L8
S
59'48 21 "
W
54.10'
L9
S
7526'01 "
W
58.55'
L 10 T
S
86'35'04 "
W
57.00'
L 1 1
S
89'43'57"
W
9.83'
L12
S
89'18'37"
W
54.05'
L 13
S
89'43'57"
W
24.89'
L 14
S
85'49' 17"
W
84.01 '
L 15
S
84'51 '48 "
W
107.58'
L 16 T
S
84'53'00 "
W
40.89'
L 17
S
89'37'24"
W
79.15'
L 18
N
82'49'11 "
W
75.25'
L 19
N
76' 1741 "
W
82.94'
L20
N
692859"
W
53.44'
L21
N
49'30'53"
W
80.23'
L22 T
N
30' 12'52"
W
83.21 '
L23
N
16'06'55"
W
73. 1 1 '
L24
N
11'50'38"
W
83.00'
L25
N
07'35'02"
W
72.00'
L26
N
04'48'50"
W
22.58'
L27
N
10'1820"
W
67.40'
L28 T
N
20'23'52"
W
23.30'
L29
S
86'30'04 "
W
57.35'
L30
S
74'21'07"
W
64.85'
L31
N
60'25'58"
W
64.68'
L32
N
72'13'30"
W
57.15'
L33
N
70'37'04"
W
54.69'
L34
N
8254 26"
W
66.00'
L35
N
88'07'18"
W
63.45'
L36
N
8927'28"
W
39.00'
L37
N
86'07'41 "
W
38.63'
L38
N
82'46'02"
W
15.56'
L39
N
835452"
W
55.46'
L40
N
892554"
W
51.11'
L41
S
8527'08"
W
53.00'
L42
N
83'20'43"
W
53.93'
L43
N
46'20'05"
W
45.93'
L44
N
07'58'18"
W
48.94'
L45
S
08'28'40"
W
42.91'
L46
S
06'43 27"
W
39.83'
L47
N
02'5957"
W
41.02'
L48
N
37 4433"
W
44.04'
L49
N
48'20'46"
W
21.96'
L50
S
41'07'22"
W
36.22'
L51
S
20'27'13"
W
86.62'
L52
N
19'52'05"
W
55.90'
L53
N
39'1851"
W
40.03'
L54
N
33'09'18"
W
51.93'
L55
S
23'12'41 "
W
53.43'
L56
S
48' 18'53 "
W
56.23'
L57
N
08'46'15"
W
89.35'
L58
N
46'26'58"
W
42.9 1'
L59
N
63'00 27"
W
108.49'
L60
N
21'33'12"
W
20.19'
L61
N
54'08'06"
W
36.25'
L62
N
68'39'45"
W
85.91'
L63
N
49'48 22"
W
68.03'
L64
N
33'1735"
W
28.10'
L65
N
05'1108"
E
74.35'
L66
N
292244"
E
15.86'
L67
N
58'07'43"
E
29.37'
L68
N
41'31'13"
E
102.30'
L69
N
48'31'18"
E
54.99'
L70
N
6451 '43"
E
33.88'
L71
N
88'06'57"
E
29.10'
L72
N
53'1926"
E
113.55'
L73
N
47'37'15"
E
37.58'
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
AS SHOWN
JOB:
22.3083
FILE:
22.3083
SHEET: I OF 8
Q:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-513 Subdivsion.dwg
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TMP 20-iCi TMP 20-2E - - \\
TMP 20-2B \ \ \ N
TMP 20-3G1 G
TMP 20-3G
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1" = 250'
JOB:
22.3083
FILE:
22.3083
SHEET: V20F 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg
IF
LEGEND TMP 20-4
N/F BALLARD, RODNEY F
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CRITICAL SLOPES (PER GIS)
TMP 20-3
o"� N/F DOTSON, WILLIAM M OR CAROLYN J
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N/F NEWMAN, JAMES W JR TRUSTEE
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LIVING TRUST
DB 2660 PG 637
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1" = 50'
JOB:
22.3083
FILE:
22.3083
SHEET: OF 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg
LEGEND w I w
N x x
CRITICAL SLOPES (PER GIS) �\
v n W W
z I z
c�a a a oy
sy x x
TMP 20-3
0 50 100 150 N/F DOTSON, WILLIAM M OR CAROLYN J I IF 106.19
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DB 746 PG 348
� 329.98'(r) 147.75'
S 69•2g 55 E
I\ \ IF 182.23' — — 35' SBA
W
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TMP 20-3D \ 1 \ \
IN/F KANE, LINDA L CIO \ 23g.34 I 11 1 1 \\ \ \
LINDA BREEDEN \ I I I I I \
DB 575 PG 519 I 1F
180.g8, \o� \\
l 02' E I I I I ��r, \ I LOT 2
IF ® S �� 06 I I 1 I
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20. OS
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N I ox. 4 oHE 25osl
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TRUSTEE OF THE JAMES W j 25' os °Ne 136.737 2/
NEWMAN JR LIVING TRUST 89 ♦ \ o oHE/ '—/ 7'(r)-
DB 2550 PG 53 �� 11.32' Hem/ ,— A55p0' W 188.7
DB 2455 PG 616 (PLAT) t� — N �4.52'55
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N/F HELM, GREGORY ANTHONY
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1" = 50'
JOB:
22.3083
FILE:
22.3083
SHEET: V40F 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-513 Subdivsion.dwg
IMP 20-2A
N/F DAY, CHRISTOPHER W
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LEGEND
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1' = 50'
JOB:
22.3083
FILE:
22.3083
SHEET: V50F 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg
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CRITICAL SLOPES (PER GIS)
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21.200 ACRES I
r
I
TMP 20-5I41
N/F NEWMAN, JAMES W
✓R TRUSTEE OF THE
JAMES W NEWMAN ✓R
LIVING TRUST
DB 2550 PG 53
DB 2455 PG 616 (PLAT)
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DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1' = 50'
JOB:
22.3083
FILE:
22.3083
SHEET: V60F 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg
1,- 00
LEGEND U
/ CRITICAL SLOPES (PER GIS) z-N°�
OOO
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O Ln ¢ o
/ 0 50 100 150 W U Q o f
I ZZ Oz>
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O > rn K N
0 o
I 01> U
/ ��Mry1 d tLu r w
a p7 O
/ a
ITMP 20-23
N/F MASTERSON, DREW & O
MADELINE MASTERSON TRUSTEES
\ I OF THE DREW & MADELINE /
\ REVOCABLE TRUST
\ DB 5367 PG 310
I /
/ LTH OF
Is•s / ��o ��f
'jBRIA AMISON a
334
I /
�` / LAND SURV�o
I /TMP 20-2A z
/ N/F DAY, CHRISTOPHER W & ASYA K PASHENKO Z (7
\ / DB 4942 PG 587 O w
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ILL
TMP 20-5G 6 Ott o \ \< 10o R G O Q O O
N/F DIXON, MELVIN '�Z \ �lQ > d U Z
& ANNE H \ Y p O
DB 444 PG 23I fr N wCID
RESIDUE \ \ O Q
LL
21.200 ACRES \ (n
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w Q
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z z �GO eGO' w
a a TMP 20-5C �� 2 ey F
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x x CALVIN MATTHEW
STACY LEONA AGAR
DB 5316 PG 437
C�
oG��oo MATCH LINE SHEET 6
REV:
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg
TMP 20-lC1
N/F MUHLBAUER, THOMAS &
KENA K MUHLBAUER
INSTR. J202200002805
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1 TMP 20- 1F I • A
TMP 20-1 E
TMP 20-2B
N/F MASTERSON, DREW &
MADELINE MASTERSON TRUSTEES
OF THE DREW & MADELINE
REVOCABLE TRUST
DB 5367 PG 310
LEGEND
CRITICAL SLOPES (PER GIS) y7C)
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RESIDUE \ \
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• �., s., 700, yEgR
FAO
700' • �, Opwpo,�A//V
(PER OUNry �F�r y •�
000• '000•.
• ' o
� - _ ... — ... — ... � .. SWIFT RU ry 179.34' L59
.. N
TMP 20-5G
N/F DIXON, MELVIN & ANNE H
DB 444 PG 23
E-
w
r_1
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UO2
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U) F rn =
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F+-I w q = rn
LLz
i U v
0 cl w
a °
a
��o���pLTH OF' D��
BRIAN.&AMISON a
w334
LAND S°�
z
z
o
Q w
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F
2 V8
DATE:
03-17-2023
REV:
REV:
REV:
REV:
SCALE:
1" = 50'
JOB:
22.3083
FILE:
22.3083
SHEET: OF 8
O:\RGA\TMPROJ\22.3083_TM.20-5B\Final Subdivision\TMP 20-5B Subdivsion.dwg