HomeMy WebLinkAboutSUB201800180 Plat - Revision 2018-11-26A/
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
293.62'
552.59'
30'26'40"
150.37'
290,18'
N 56'32'09" W
C2
193.64'
2906.17'
3'49.'03"
96.86'
193.60'
N 73'40'02" W
C3
307.04'
9041.04' 11'56'45"
153.54'
307.03'
N 76'33'23" W
rC4
60.32'
205.00'
16'51'29"
30.38'
60.10'
N 85'57'05" W
LOT 22
TMP 20-6AB
LEGEND
IF IRON PIN FOUND
IN!. E R
150 0 150 300 450
\ SCALE: 1"=150'
Cb
\\. \
EX. 20 DRAINAGE
EASEMENT
DB 3130 PG 37 � `
SPC
N: 3956318.96 ,
E:1149.7519.44
N45•16' S0�
LOT 23
TMP 20-6AC /
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1
. r14: ..
900 99
S38'12'55"E
�� g' 51"E
100.12'
APPROXIMATE LOCATION OF
100 YEAR FLOOD PLAIN
AND STREAM BUFFER -
SEE NOTES 3 & 12.
1,328.17'
N53 42 38 E
/ RESIDUE LOT
�\ TMP 20-6A 1,078.95'
IF 21.000 AC. S531017"W
SPC
N: 3955532.86
�,> \ ... =_ EXISTING 20 DRAINAGE
E:11496448.89 gi
i
EXISTING EASEMENT PROPERTY LINE IS CENTER OF
\ ` EXISTING RESIDENCE DB 1973 PG 412 �h� BOUNDARYRIVER AS CALLSSHOWNAREA CALCULATIONS �- Q I
ORIGINAL AREAS (ACRES): \ \ GRAVEL DRIVE #620 ALONG RIVER FOR CLOSURE
TMP 20-6A - 42.010* �� r�/ AND AREA CALCULATIONS.
TMP 20-6X - 21.000* Sj SPC \ \ SHED
N:3955453.90
NEW AREAS (ACRES): E:11496846.46 ` Cal , ,
TMP 20-6A - 21.000 NEW LOT A
TMP 20-6X - 21.000 -� p 21.010 AC.
NEW LOT A 21.010 EX. 10 DRAINAGE AND E _ ` Q cry EXISTING SHED TO ,
-UTILITY EASEMENT BE DEMOLISHED AREA Z
* PROPERTY IS BOUNDED BY RIVER. AREAS SHOWN c9' HEREBY ADDED
ARE BASED ON APPROXIMATE CENTERLINE OF RIVER. C,, DB 3130 PG 37 ,
TO NEW LOT A
DEVELOPMENT RIGHTS LOT 14 \ 6' 0.186 ACRES
TMP 20-6A HAS 2 DEVELOPMENT RIGHTS.
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TMP 20-6X HAS 1 DEVELOPMENT RIGHT. 91.87' A�•5� K
NEW LOT "A" IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT �fd S '�_ 1,343.80' -'E
S52'39 35 W �- E
BE FURTHER DIVIDED, AREA 'X' i w ,, ,3 �
• RESIDUE LOT OF TMP 20-6A RETAINS ONE DEVELOPMENT RIGHT AND HEREBY ADDED
MAY NOT BE FURTHER DIVIDED, TO NEW LOT 'A'
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• LOT 19 RETAINS ONE DEVELOPMENT RIGHT AND MAY NOT BE \ 0.535 ACRES �/ c�SN$$
FURTHER DIVIDED.
AREA N "
F Y �o
HEREBY ADDED m _ate cD
IF _ TO LOT 19 I z
0.721 ACRES i N
S ,
O :o- tf aij Cp cam.,
2 / o u cn
x LOT 19
J N
N3,;
TMP 20-6X
EXISTING '
GRAVEL DRIVE 21.000 AC.
�J EXISTING 20 DRAINAGE iE a w
/ 14-
EASEMENTIr
y �' w
DB 2432 PG 222 �, I: q
LOT 15
SPCA,
N:3955054.45
\ E:11497937.21 i
1.564.99' \ LOT 18 j
` S53 58' >'W fi z� E
34 W .
TMP 20-6W
IFa,\ .
5
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. 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 POR11ON OF THIS PROJECT.
4. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
5. PROPERTY IS LOCATED IN THE NORTH FORK RIVANNA RIVER WATERSHED. AND IS WITHIN A WATER SUPPLY PROTECTION AREA.
6. SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
7. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
8. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
9. PARCELS ARE ZONED RA (RURAL AREAS) AND ARE WITHIN THE AIRPORT IMPACT AREA, A CONSERVATION EASEMENT AREA AND THE FLOOD HAZARD OVERLAY DISTRICT.
10. THE MINIMUM BUILDING SETBACKS PER ALBEMARLE COUNTY SUBDIVISION ORDINANCE ARE: 75' FROM EXTERNAL PUBLIC ROAD EASEMENTS, 25' FROM INTERNAL PUBLIC/PRIVATE
ROADS, 25' FROM SIDE PROPERTY LINES, AND 35' FROM REAR PROPERTY LINE.
11. THE MINIMUM BUILDING SETBACKS PER THE SUBDIVISION COVENANTS IS 75' FROM PUBLIC ROADS, 75' FROM SIDE PROPERTY LINE, AND 75' FROM REAR PROPERTY LINE.
12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
13. THESE LOTS ARE NOT SERVED BY PUBLIC WATER OR PUBLIC SANITARY SEWER.
14. OWNER OF RECORD TMP 20-6A: BALLIF INVESTMENTS, LLC, SOURCE OF TITLE: DB 5113 PG 701, PLAT: DB 3130 PG 37. CCR'S: DB 1028 PG 271, DB 2025 PG 63, DB 2044
PG 63, DB 2432 PG 210.
15. OWNER OF RECORD TMP 20-6X: SOUTHERN PROPERTY, LLC. SOURCE OF TITLE: DB 5000 PG 158. PLAT: DB 2432 PG 222. CCR'S: DB 1028 PG 271, DB 2025 PG 63, DB 2044
PG 63, DB 2432 PG 210.
16. THE RIPARIAN BUFFER EASEMENT SHOWN HEREON IS OWNED BY: THOMAS JEFFERSON SOIL & WATER CONSERVATION DISTRICT
® ADDRESS: 706 FOREST ST # G, CHARLOTTESVILLE, VA 22903
STATEMENT _OF CONSENT TMP 20-6A STATEMENT OF CONSENT TMP 20-6X
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND KNOWN BY THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND KNOWN BY
COUNTY RECORDS AS TAX MAP 20, PARCEL 6A IS WITH THE FREE CONSENT AND COUNTY RECORDS AS TAX MAP 20, PARCEL 6X IS WITH THE FREE CONSENT AND
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS IN ACCORDANCE WITH THE DESIRE OF THE UNDERS`GNED OWNERS, PROPRIETORS
AND TRUSTEES, IF ANY. AND TRUSTEES, IF ANY. \
BALLIF INVESTMENTS, LLC
170 S. PANTOPS DRIVE
CHARLOTTESVILLE, VA 22911
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF: --
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF «---- 20___.
SIGNATURE OF NOTARY PUBLIC
III"
MY COMMISSION EXPIRES:
SOUTHERN PROPERTY, LLC
170 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA 22911
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF: _
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS _ DAY OF 20-
SIGNATURE OF NOTARY PUBLIC
REG. NO.:
MY COMMISSION EXPIRES:
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DATE:
09-28-2018
REV:
11-20-2018
REV:
REV:
REV:
SCALE:
1 "=150'
JOB:
18,0026
FILE:
18.0026
SHEET: OF 01