HomeMy WebLinkAboutSUB201800202 Plat 2019-02-220
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TMP 20-6
N/F JAMES A do
BRENDA L T MYERS
DB 5002 PC 81
TMP 20-6E
N/F JAMES A OR
BRENDA MYERS US
TMP 20-6D 1
N/F SOUTHERN
NOTES C5
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. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME
OF THIS SURVEY.
3. A PORTION OF THE AREA SHOWN HEREON APPEARS TO BE LOCATED IN ZONE "A" AREA DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOOD PLAIN
AS SHOWN ON FEMA MAP NUMBERS 51003CO140D & 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.
4. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
5. THIS SUBDIVISION IS LOCATED IN THE NORTH FORK RIVANNA WATERSHED (ABOVE WATER INTAKE), AND IS WITHIN A WATER SUPPLY PROTECTION AREA.
6. SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
7. NO OBSERVED PLACES OF BURIAL.
8. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
9. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
10. PARCELS ARE ZONED RA (RURAL AREAS) AND ARE WITHIN THE AIRPORT IMPACT AREA.
11. BUILDING SETBACK LINES PER CURRENT ZONING ORDINANCE ARE AS FOLLOWS: FRONT (EXISTING PUBLIC ROADS) -75' FRONT (INTERNAL PUBLIC OR PRIVATE
ROAD) -25', SIDE -25', REAR -35'
12. THESE LOTS ARE NOT SERVED BY PUBLIC WATER OR PUBLIC SANITARY SEWER.
13. OWNER OF RECORD: SOUTHERN PROPERTY, LLC; SOURCE OF TITLE: DB 5000 PG 158, PLAT AT DB 2051 PG 638.
14. PARCEL 6C, LOT A IS ASSIGNED 1 DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. THE RESIDUE OF TAX MAP 20 PARCEL 6C RETAINS 1
DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED.
15. 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. THE EXISTING AND/OR PROPOSED RIGHT—OF—WAY IS OF
ADEQUATE WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO ACCOMMODATE A TRAVEL WAY PASSABLE BY ORDINARY PASSENGER VEHICLES IN ALL BUT
TEMPORARY EXTREME WEATHER CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF THE TRAVEL WAY, AS REQUIRED BY SECTION 14-412 OF
THE ALBEMARLE COUNTY CODE.
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
124.58'
249.01'
28'39'59"
63.62'
123.29'
S 12'50'57" E
C2
144.77'
276.95'
29'56'58"
74.08'
143.12'
S 16'27'31" W
C3
186.42'
301.60'
35'24'55"
96.30'
183.47'
S 49'08'28" W
C4
66.23'
318.77' i
11'54'17"
33.24'
66.11'
S 72'48'03" W
C5
112.75'
318.77'
2015'59"
56.97'
112.17'
S 88'53'11" W
1 1 50 100 150
■ ■ ■ ■ ■
Lim—A—" ■N !TNM
AREA CALCULATIONS
ORIGINAL AREAS:
TMP 20-6C 5.650 ACRES
TOTAL - 5.650 ACRES
REVISED AREAS:
LOT "A" 2.825 ACRES
LOT "B" 2.825 ACRES
TOTAL - 5.650 ACRES
*AREA BASED ON METES AND BOUNDS,
ROUNDING DIFFERENCE ON PLAT OF RECORD.
LEGEND
IF IRON PIN FOUND
IS IRON PIN SET
O CORNER BASED ON PLAT
COUNTY APPROVAL
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AG FOR THE BOA D OF SUPERVISORS I DAIIE
STATEMENT OF TITLE
THE LAND SHOWN WAS OBTAINED BY SOUTHERN PROPERTY, LLC AS
RECORDED IN DEED BOOK 5000 PAGE 158, PLAT RECORDED IN DEED
BOOK 2051 PAGE 638, AND TO THE BEST OF MY KNOWLEDGE MEETS
ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 20 PARCEL 6C, ACCORDING TO COUNTY RECORDS,
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF
THE UNDERSIGNED OWNERS PROPRIET RS AND TRUSTEES, IF ANY.
SOUTHERN PROPERTY, LLC
170 SOUTII)/yANTOPS DRIVE
CHARLOTTESVILLE, VA 22911
COMMONWEALTH VIRGINIA —.
COUNTY OF:
TO WIT: THE FORE
ffllA .,INSTRUMENT WAS ACKNOWLEDGED®,,§6§,0s',,,,
BEFORE ME THIS DAY OF 01-1 20,��. H,ri°
SIGNATURE OF NOTARY PUBLIC 4O''
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U BRIAN D JAMISON
No. 3334
09-27-2018
DATE:
09-27-2018
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DATE:
09-27-2018
REV:
12-27-2018
REV:
REV:
REV:
SCALE:
1"=50'
JOB:
18.0026
FILE:
18.0026
SHEET:
V1 OF 01