HomeMy WebLinkAboutSUB202200125 Plat - Revision 2023-01-11THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
LOTS 9 THRU 23,STOCKTON CREEK SUBDIVISION,IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNER (S) , PROPRIETORS, AND/OR TRUSTEES, IF ANY.
FOR REVIEW
NOTES:
1. OWNERS, ADDRESS & LEGAL REFERENCES:
T.M.69-19B, 19C, 19D, 19E, 19F, 19G, 19H, 19J & 50B
STOCKTON CREEK,LLC
455 SECOND STREET,5TH FLOOR,CHARLOTTESVILLE,VIRGINIA 22902
D.B.5657-263, D.B.892-159 PLAT, D.B.683-44 PLAT, INSTRUMENT #202200002005 PLAT
INSTRUMENT# 202200004473 & HWY.P.B.XVI-121 THRU 124.
FOR: STOCKTON CREEK,LLC
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2023. BY
FOR: STOCKTON CREEK,LLC
FOR REVIEW #
NOTARY PUBLIC
MY COMMISSION EXPIRES :
APPROVED FOR RECORDATION :
FOR REVIEW
AGENT FOR THE BOARD OF SUPERVISORS DATE
NOTARY SEAL
2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THIS FIRM IN 2021.
(2021) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM.
IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY SEPTEMBER 30,2023.
3. T.M.69-50B IS SUBJECT TO THE FOLLOWING:
A. EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.264-409 & INST.#202200001316).
B. AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY(D.B.232-585).
C. DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR STOCKTON CREEK(INST.#202200007663).
4. T.M.69-50B IS SUBJECT TO AN EASEMENT TO THE CHESAPEAKE AND POTOMAC TELEPHONE COMPANY OF VIRGINIA INSOFAR AS
IT MAY APPLY(D.B.209-261).
5. T.M.69-19E,19F,19H & 19J ARE SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.264-404).
B. DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR STOCKTON CREEK(INST.#202200007663).
6. T.M.69-19E,19F,19H & 19J ARE SUBJECT TO AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY INSOFAR AS IT MAY
APPLY (D. B.232-153) .
7. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS
I
EXIST,THE INTENT OF THIS PLAT IS NOT TO COMBINE THESE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS.
B. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THESE PROPERTIES ARE SUBJECT
TO ANY ADDITIONAL CONDITIONS,UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST.
9. STOCKTON CREEK LANE AND STOCKTON CREEK COURT ARE HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE.
10. THE NEW PUBLIC DRAINAGE EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
11. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODINGI
OR DAMAGE.
12. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMODATE PEDESTRIANS.
THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES.
13. ACREAGES BEFORE THIS SUBDIVISION PLAT(INSTRUMENT #202200002005 PLAT):
T.M.69-19B = 3.64 ACRES
T.M.69-19C = 7.70 ACRES
T.M.69-19E = 4.62 ACRES
T.M.69-19F = 4.63 ACRES
T.M.69-19H =11.00 ACRES
T.M.69-19J = 8.91 ACRES
T.M.69-50B = 8.68 ACRES
49.18 ACRES TOTAL
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.69-19B,19C,19D & 19E ARE ZONED RA(ENTRANCE CORRIDOR).
T.M.69-19F IS ZONED RA.
T.M.69-19H,19J & 50B ARE ZONED RA(ENTRANCE CORRIDOR & FLOOD HAZARD OVERLAY).
B. LOT 9 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 5(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
C. LOT 10 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 5(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
D. LOT 11 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 5(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
E. LOT 12 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 6(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
F. LOT 13 IS ASSIGNED TWO DEVELOPMENT RIGHTS DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 7(D.B.683-44 PLAT)AND MAY BE FURTHER DIVIDED.
WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES.
G. LOT 14 IS ASSIGNED TWO DEVELOPMENT RIGHTS DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 8(D.B.683-44 PLAT)BUT MAY NOT BE FURTHER DIVIDED IN ITS CURRENT CONFIGURATION.
WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES.
H. LOT 15 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 8(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
I. LOT 16 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 1(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
J. LOT 17 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF T.M.69-50B AND MAY NOT BE FURTHER DIVIDED.
K. LOT 18 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF T.M.69-50B AND MAY NOT BE FURTHER DIVIDED.
L. LOT 19 IS ASSIGNED TWO DEVELOPMENT RIGHTS DERIVED FROM THE DECEMBER 19BO BOUNDARIES OF LOT 1(D.B.683-44 PLAT)BUT MAY NOT BE FURTHER DIVIDED IN ITS CURRENT CONFIGURATION.
WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 19BO BOUNDARIES.
M. LOT 20 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 2(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
N. LOT 21 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 2(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
0. LOT 22 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 4(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
P. LOT 23 IS ASSIGNED ONE DEVELOPMENT RIGHT DERIVED FROM THE DECEMBER 1980 BOUNDARIES OF LOT 4(D.B.683-44 PLAT)AND MAY NOT BE FURTHER DIVIDED.
0. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,LOTS 9 THRU 23 SHOWN HEREON, EACH CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
R. SETBACK REQUIREMENTS:FRONT= 75'(ALONG EXISTING PUBLIC R/W'S): FRONT= 25'(ALONG INTERNAL PUBLIC STREETS): SIDE= 25' & REAR= 35'.
S. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE LOTS LIE WITHIN A WATER SUPPLY WATERSHED.
T. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE LOTS ARE NOT LOCATED IN AN AG -FORESTAL DISTRICT.
U. THE APPROXIMATE LOCATION OF THE STREAM AND 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.
V. UNDER CURRENT COUNTY POLICY,PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
W. ALL SUBSEQUENT DIVISIONS SHALL ENTER ONLY ONTO SUCH STREET(S) SHOWN ON THE APPROVED FINAL PLAT AND SHALL HAVE NO IMMEDIATE ACCESS ONTO ANY PUBLIC STREET.
SUBDIVISION PLAT
LOTS 9 THRU 23
STOCKTON CREEK SUBDIVISION
THE PROPERTIES OF STOCKTON CREEK,LLC
LOCATED ON U.S. ROUTE 250(ROCKFISH GAP TURNPIKE),
STATE ROUTE 151(CRITZERS SHOP ROAD),
STATE ROUTE 750(OLD TURNPIKE ROAD),
AND STATE ROUTE 803(GOODLOE LANE)
NEAR CRITZERS SHOP
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY,VIRGINIA
SCALE: 1 " = 100 ' DATE: JULY 6, 2022
REVISED: SEPTEMBER 8, 2022
REVISED: JANUARY 9,2023
FOR:
DS.PAY
COLLINS ENGINEERING
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
GL
RAYSURVEYING.COM
SHEET 1 OF 3 14912J
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637
CRITZERS
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YEAR MONUMENTATION WAS PREVIOUSLY
DICK
SHOP
FOUND OR SET BY THIS FIRM.
T.M.69-51D
WOODS
ROAD
ROAD
PARENT TRACT PROPERTY LINE (DEC.10,1980)
LOT 2
R.DAVID ROSSON PARTNERSHIP
T.M.69-51B
CRITZERS
D.B.4992-661
LOT 1
SHOP
APPROXIMATE LOCATION OF AREA WITHIN ZONE
D.B.285-353 PLAT
DENISE FIELDS MCCLANAHAN
A(100 YEAR FLOOD PLAIN)ACCORDING TO THE
I D.B.3604-637
FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE
T.M.69-6C
I D.B.285-353 PLAT
DATE 2/4/2005,COMMUNITY PANEL 510006 0225D.
EVERETT E.
VICINITY MAP
1"=2000'+/-
GIBSON JR ESTATE
S75°26'50"E
CE
0
0
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FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE
DATE 2/4/2005,COMMUNITY PANEL 510006 0225D.
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38°08'32"
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77.79
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21.18
SB7°57'57"E
21'16'21"
525.00
194.92
98.60
193.80
S80°59'35"E
47'14'54"
35.00
28.86
15.31
28.05
S68°00'18"E
43'58'33"
60.00
46.05
24.23
44.93
S66°22'07"E
98°03'31"
60.00
102.69
69.09
90.61
N42°36'51"E
52°18'22"
60.00
54.77
29.46
52.89
N32°34'06"W
87°06'24"
60.00
91.22
57.04
82.68
S77°43'31"W
55°08'54"
35.00
33.69
18.28
32.40
S61°44'46"W
20°19'23"
475.00
168.48
85.14
167.60
N80°31'05"W
76°39'27"
35.00
46.83
27.67
43.41
N32°01'40"W
10°18'04"
225.00
40.45
20.28
40.40
N01°09'02"E
50°50'00"
35.00
31.05
16.63
30.04
N21°25'00"E
46°50'00"
60.00
49.04
25.99
47.69
N23°25'00"E
72°54'54"
60.00
76.36
44.33
71.31
N36°27'27"W
77°13'50"
60.00
80.88
47.92
74.89
S68°28'11"W
84°41'17"
60.00
88.68
54.68
80.83
S12°29'22"E
50°50'00"
35.06
31.05
16.63
30.04
S29°25'00"E
92°05'41"
175.00
281.29
181.52
251.97
S42°02'51"W
20'39'05"
225.00
81.10
40.99
80.66
S77°46'08"W
21°39'16"
225.00
85.04
43.03
84.53
S56°36'58"W
36°22'47"
175.00
111.12
57.50
109.26
S63°58'43"W
94°05'46"
35.00
57.48
37.60
51.23
N50°47'01"W
18°38'36"
469.37
152.73
77.05
152.06
N64°06'49"E
16°53'48"
505.97
149.21
75.15
148.67
SB3°53'44"E
40°59'54"
238.56
170.70
89.19
167.08
S66°53'21"E
15°29'21"
1964.86
531.18
267.22
529.56
S63°23'37"E
0'18'54"
1964.86
10.81
5.40
10.81
S71°17'44"E
4'44'04"
1090.92
90.14
45.10
90.12
S18°39'29"W
9°59'39"
1085.92
189.42
94.95
189.18
S38°31'21"W
0°19'37"
1090.92
6.22
3.11
6.22
S48°41'15"W
14°37'19"
1090.92
278.40
139.96
277.65
S56°09'42"W
1°20'52"
1487.79
35.00
17.50
35.00
S72°22'45"W
18°38'46"
494.37
160.89
81.16
160.18
N64°O6'45"E
16°53'48"
530.97
156.58
78.86
.02
156TIE
S83°53'44"E
4'29'13"
1949.90
152.70
76.39
152.66
S53°21'20"E
C33 VDH
MONUMENT
IS FOUND
S20°35'46"W
71.01'
S62°29'35"E
IS 36.65'
TEMPORARY
CONSTRUCTION
EASEMENT
(INST.#202200004473)
IS North 3896264
N31°16'43"E PQ) (2021) East 11394329
-� 53.45' hw'
p p
(0.01 AC.) IS IS N83 °35'05"E 265.07' IS �� tiQpQQ^ j^ 1
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MONUMENT 3
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FOUND
71'33'3 S8"W
21.30'
S71°33'38"W
16.33'
S71°33'38"W
143.38'
0' VDH /
MONUMENT
FOUND
13°00'47"W 55.36'
°00'47"W 39.79'
MONUMENT FOUND
-NEW 12'WIDTH SWM FACILITY
MAINTENANCE ACCESS EASEMENT
NEW VARIABLE WIDTH
SWM FACILITY EASEMENT
(0.33 ACRE)
LINE
I BEARING
IDISTANCE
Sil
N61-03-57"El
137.55
LINE
BEARING
DISTANCE
D1
S70°11'02"E
275.90
D2
S07°19'51"W
1.46
D3
S62°05'39"E
63.45
D4
S62°05'39"E
57.72
D5
S62°05'39"E
76.60
D6
S35°41'49"E
31.22
D7
S16°01'22"E
53.85
DB
S32°20'28"E
172.80
D9
S30°43'04"E
150.26
D10
S21°45'04"E
5.38
D11
S68°14'56"W
2BO.15
D12
N21°45'04"W
4.52
D13
N59°09'07"E
131.42
D14
S30°54'38"E
58.65
D15
S30°54'38"E
5.40
D16
S59°05'22"W
67.67
D17
S26°41'35"W
34.53
D18
S58°5B'11"W
77.55
D19
N31°55'25"W
6.83
D20
N31*55'g5"W
76.09
D21
N59°09'07"E
44.42
D22
S21*37'20"WI
55.46
ILINE1
BEARING
DISTANCE
All
N79°38'34"W
19.58
A21
S69°22'15"W
22.41
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
AC1
13°02'33"
55.001
12.52
6.29
12.491
N73°07'17"W
AC2
30°59'11"
55.001
29.74
15.25
29.38
S84°51'51"W
AC3
13°38'21"
35.001
8.33
4.19
8.31
S76°11'26"W
FOR
REVIEW
SCALE: 1" = 100'
DATE: JULY 6, 2022
REVISED: SEPTEMBER 8, 2022
REVISED: JANUARY 9,2023
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m
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GRAPHIC SCALE 1"=100'
0 100 200 300
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 3 OF 3 14912J