HomeMy WebLinkAboutSUB202200026 Plat - Revision 2022-04-19I,
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VICINITY MAP (1" = 2000't) COURTESY GOOGLE MAPS
STATEMENT OF TITLE TMP 46-18D
PROFFIT RIDGE
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THE LAND SHOWN WAS OBTAINED BY CRAFTON CORPORATION BY DEED DATED JUNE 20, 1977 AND RECORDED AT DB:624 PG:196.
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
AREA CALCULATIONS
80.863 AC (EXISTING TMP 46-18D)
- 38.004 AC (PARCEL A)
- 42.859 AC (RESIDUE TMP 46-18D)
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LECEND
IF IRON FOUND
VDH VDOT CONCRETE MONUMENT
STATEMENT OF CONSENT COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
TAX MAP 46 PARCEL 18D, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE BEFORE ME THIS DAY OF 20_.
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES, IF ANY.
SIGNATURE OF NOTARY PUBLIC
CRAFTON CORPORA11ON REG. NO.:
435 PARK ST
CHARLOTTESVILLE, VA 22901 MY COMMISSION EXPIRES:
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 AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT
BY A LICENSED ATTORNEY.
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 AN ACTUAL FIELD SURVEY COMPLETED APRIL 9, 2019, USING MONUMENTS FOUND TO EXIST AT THE
TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS
SHOWN ON FEMA MAP NO 5100060280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREAS SHOWN HEREON SHEET V2. THIS
DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A POR11ON OF THIS PROJECT.
5. THIS PARCEL IS ZONED RA -RURAL AREAS. PARCEL IS SUBJECT TO PROFFER ZMA201800011.
X SETBACKS PER ALBEMARLE COUNTY CODE: FRONT-75'(EXISTING PUBLIC ROADS), FRONT-25'(INTERNAL PUBLIC OR PRIVATE ROAD),
SIDE-25', REAR-35'
X PER GIS AT THE TIME OF PLATTING, SUBJECT PARCEL IS LOCATED IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD
HAZARD OVERLAY DISTRICTS, AS WELL AS CONTAINING AREAS OF CRITICAL SLOPES.
X PER GIS AT THE TIME OF PLATTING, SUBJECT PARCEL IS LOCATED WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED.
X PER GIS AT THE TIME OF PLATTING, SUBJECT PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
6. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
7. THERE ARE NO KNOWN OR VISIBLE IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE
SUBJECT PROPERTY.
8. APPROXIMATE LOCATION OF ARCHAEOLOGICAL SITE 44ABO293 IS SHOWN ACCORDING TO VA STATE HIGHWAY PLANS PROJECT 0029-002-135
SHEET 3 & 4 RECORDED IN DB:4712 PG:68. NO ARCHAEOLOGICAL SURVEY WORK HAS BEEN COMPLETED AS A PORTION OF THIS PROJECT.
9. PORTIONS OF THE BOUNDARIES OF SUBJECT PARCELS SHOWN HEREON PROCEED ALONG THE CENTERLINE OF EXISTING RIO MILLS ROAD, AN
EXISTING PUBLIC GRAVEL ROAD. BOUNDARY LINE AND CURVE DATA SHOWN HEREON IS APPROXIMATE TO SURVEYED CENTER OF EXISTING
GRAVEL ROAD AND IS FOR PLAT CLOSURE AND AREA CALCULATIONS ONLY.
10. THE PURPOSE OF THIS PLAT IS TO LEGALLY SEPARATE NON-CONTIGUOUS PORTIONS OF TAX MAP PARCEL 46-18D INTO INDEPENDENT LEGAL
PARCELS.
11. TAX MAP 46 PARCEL 18D CURRENTLY HAS 5 DEVELOPMENT RIGHTS. PARCEL A IS ASSIGNED 0 DEVELOPMENT RIGHTS AND MAY NOT BE
FURTHER DIVIDED. THE RESIDUE OF TAX MAP 46 PARCEL 18D IS RETAINING 5 DEVELOPMENT RIGHTS AND WHEN FURTHER DIVIDED THOSE
ADDITIONAL LOTS CREATED WITH DEVELOPMENT RIGHT SHALL NOT CONSIST OF MORE THAN 31 ACRES.
12. IRON RODS ARE HAVE BEEN SET AT ALL APPLICABLE PROPERTY CORNERS UNLESS OTHERWISE NOTED.
SHEET INDEX
V1 COVER SHEET
V2 SUBDIVISION PLAT
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
523.48'
1072.53'
27'57'53"
267.06'
518.30'
S 24 24'40" W
C2
747.50'
927.50'
4610'35"
395.39'
727.43'
S 33'31'01" W
C3
293.95'
1072.50'
15'42'13"
147.90'
293.03'
S 48*45'12" W
C4
202.09'
10639.69'
1'05'18"
101.05'
202.08'
N 66'22'47" W
C5
134.02'
183.00'
41'57'42"
70.18'
131.05'
N 45'56'35" W
C6
66.00'
66.00'
571 7'45"
36.06'
63.28'
N 03'41'08" E
C7
113.00'
344.00'
18*49'15"
57.01'
112.49'
N 41'44'38" E
C8
102.21'
907.41'
6'27'15"
51.16'
102.16'
N 47'55'38" E
C9
324.50'
1065.75'
17'26'44"
163.52'
323.25'
N 53'25'23" E
C10
100.14'
487.34'
11'46'22"
50.25'
99.96'
N 5615'34" E
C11
35.47'
80.07'
25'22'58"
18.03'
35.18'
N 37'40'54" E
C12
117.76'
618.11'
10'54'57"
59.06'
117.58'
N 30'26'54" E
C13
128.25'
156.03'
47'05'36"
68.00'
124.67'
N 59*27'10' E
C14
99.54'
154.62'
36*53'11"
51.57'
97.83'
N 64'33'22" E
C15
36.19'
72.29'
28'40'53"
18.48'
35.81'
N 31'46'21" E
C16
220.84'
792.27'
15'58'15"
111.14'
220.13'
N 25'25'02" E
C17
161.42'
257.16'
35'57'52"
83.47'
158.78'
N 15*25'13" E
C18
154.96'
335.92'
26'25'52"
78.88'
153.59'
N 10*39'14" E
C19
90.69'
836.89'
612'31"
45.39'
90.64'
N 26'58'25" E
C20
142.07'
545.96'
14'54'35"
71.44'
141.67'
N 58'22'51" W
C21
261.06'
952.50'
15'42'13"
131.35'
260.24'
N 48'45'12" E
C22
844.21'
1047.50'
4610'35"
446.54'
821.55'
N 33'31'01" E
C23
495.16'
952.50'
2947'07"
253.31'
489.60'
N 2519'16' E
IIL\"' �'AII
DATE:
01-14-2022
REV:
04-19-2022
REV:
SCALE:
N/A
B:
8728
FILE:
KWINTERS
SHEET:
V I OF 2
PLAT SHOWING
2-LOT SUBDIVISION
TAX MAP 46 PARCEL 18D
RIVANNA MAGISTERIAL DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
TH
KRISTOPHER C. WINTERS a
No. 2492
: v,A COPY "c4ko
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
A PROFESSIONAL CORPORATION H
6p SERVING VIRGINIA SINCE 186E 8 P
IX
PHYSICAL - 999 SECOND ST. SE, SUITE 201, CHARLOTTESVILLE, VIRGINIA 22902
MAILING - 435 MERCHANT WALK SO, SUITE 300-159 - CHARLOTTESVILLE, VIRGINIA 22902
PHONE 434-977-0205 - FAX 434-296-5220 - EMAIL INFO@ROUDABUSH.COM
QAKYVintels\Civil 3D Projects\8728 Rio Mills-Berkmar ConnectoASURVEY\DWG\SUBDIVISION\8728-RIO MILLSSUB PLAT-18D.dvg
I,
`\ TMP 46-18B
N/F HORNE LAND CORPORATION
I DB:624 PG:191 I
RIO MILLS ROAD Cd
�o \� 15' PRESCRIPTIVE R/W IF W ��0 517241f
(A)1
TMP 46-IBB
N/F HORNE LAND
CORPORATION
DB:624 PG:191
I CAv,
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I
(BOUNDARY TO CENTER
OF GRAVEL ROAD)�1 �� 03 o I 88
III Z �6
BOUNDARY RUNS ALONG CENTER
RIO MILLS ROAD J� OF EXISTING ABANDONED ROAD
25' R/W FROM CENTER/ I ' "OLD QUARRY ROAD"
�®
OF GRAVEL ROAD I
DB:551 PG:337 IS @ 25'
N:3927694.62 N30'04'41"E
I E:11494064.38 191.38'
1
I TMP 45-60 I
N/F LUCK STONE
CORPORATION
— — DB:5012 PG:285 1
1 /
RI0 MILLS ROAD
/ 30' PRESCRIPTIVE R/W
1 / (BOUNDARY TO CENTER
/ OF GRAVEL ROAD)
TMP 45-60
N/F LUCK
STONE CORPORATION
DB:5012 PG:285
(pF �FOM 9—
C U'VTYFFF'P��
U
I
I
TMP 45-70
N/F LUCK STONE
CORPORATION
DB:5012 PG:285
— — Y
TMP 45-66
TMP 45-67A / SOUTH FORK RIVANNA &S RIVANNA WATER
RIVER RESERVOIR,SEWER AUTHORITY
DB;83�6 PG:556�-�
N/F CITY OF CHARLOTTESVILLE
BOUNDARY LINE TABLE
BOUNDARY LINE TABLE
Line
Direction
Length
Line
Direction
Length
L1
N 62'08'45" E
124.61'
L9
S 69'27'53" E
80.45'
L2
N 2352'10" E
51.78'
L10
S 69'27'53" E
107.80'
L3
N 77'57'24" E
76.80'
L11
S 38'03'45" E
117.97'
L4
N 77'34'48" E
90.44'
L12
S 23'01'02" W
141.95'
L5
N 82'26'05" E
89.72'
L13
S 1813'34" W
103.08'
L6
S 8925'20" E
75.58'
L14
S 3447'54" W
15.05'
L7
S 8937'19* E
79.72'
L15
N 53'03'49" W
16.00'
L8
S 83'37'33" E
46.78'
EXISTING
TMP 46-18D
80.863 AC (TOTAL)
PARCEL A
38.004 AC
RIO MILLS ROAD IF
30' PRESCRIPTIVE R/W S40'54'06"W_
(BOUNDARY TO CENTER 185.72'
OF GRAVEL ROAD) IS @ 2`
y� TMP 4 B
N/F COUNTY OF
?77 ALBEMARLE
o. LA,
/ IF
IN40'54'06"E
I 149.63'
IS @ 25 -®
ua�,'50'09" 33
DETAIL 1
SCALE: 1" = 60'
RIO MILLS ROAD
30' PRESCRIPTIVE R/W
(BOUNDARY TO CENTER
OF GRAVEL ROAD)
1
1 200 0 200 400 600
VDH 0
ISCALE. I" — 200'
1�1*1--N27°12'34"E
s29j76. 232.76'(TIE)
1�S0j?E• I
N23°01'02"E
Oje If181.84'(TIE)
�.0 F
N23°01'02"E
23.99'(TIE)
N:3926810.84
E:11495325.69
EXISTING
TMP 46-18D
80.863 AC (TOTAL)
IF
RESIDUE TMP
46-18D
42.859 AC
APPROX LOCATION OF
ARCHAEOLOGICAL SITE
44ABO293
DB:4712 PG:553
*SEE NOTE 10*
RIO HILLS ROAD of
VAR. WIDTH PUBLIC R/W
VDH�
'7�.. VDH
VIRGINIA ELECTRIC
POWER COMPANY
DB:801 PG:553
��/�TMP 45-66B
N/F COUNTY OF
ALBEMARLE
DB:5096 PG:538
VDH
L15
110.88' J
VDH p69'06
VDH fflw`
0 I .l 120 180
63.80'
EASEMENTS
® VDOT SLOPE & DRAINAGE EASEMENT
DB:4720 PG:348
® VDOT SLOPE EASEMENT
DB:4720 PG:348
CO VDOT DRAINAGE EASEMENT
DB:4720 PG:348
® VDOT STORMWATER EASEMENT
DB:4720 PG:348
® DOM. VA. POWER EASEMENT
DB:4720 PG:348
® VDOT SLOPE EASEMENT
DB:4712 PG:68
VDOT DRAINAGE EASEMENT
DB:4712 PG:68
IF
VDH
RIO UIUS ROAD
VAR. WIDTH PUBLIC ON
VDH 57.53
N54'02'12"W IF
SIN
�Iw
� o
DH
IIL\�,- /III
DATE:
01-14-2022
REV:
04-19-2022
REV:
SCALE:
VARIES
JOB:
8728
FILE:
KWINTERS
SHEET:
• 2 OF 2
PLAT SHOWING
2-LOT SUBDIVISION
TAX MAP 46 PARCEL 18D
RIVANNA MAGISTERIAL DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
VINAINIAllm
KRISTOPHER C. WINTERS a
No. 2492
:�Aa COPY z,�ji
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION 8
SERVING VIRGINIA SINCE 1058 S e
PHYSICAL - 999 SECOND ST. SE, SUITE 201, CHARLOTTESVILLE, VIRGINIA 22902
MAILING - 435 MERCHANT WALK SQ, SUITE 300-159 - CHARLOTTESVILLE, VIRGINIA 22902
PHONE 434-977-0205 - FAX 434-296-5220 - EMAIL INFO@ROUDABUSH.COM
QAKWintes\Civil 3D Projects\8728 Rio Mills-Berkmar ConnectoASURVEY,DWG\SUBDIVISION\8728-RIO MILLSSUB PLAT-18D.dwg