HomeMy WebLinkAboutSUB201400090 Plat 2015-08-20Y�i
T. M. 23- P. 7
MICHAEL G. & LYNNE W. LEV INE
D. B., 1874, P. 275
D. B. 475, P. 391 PLAT
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IRON FOUND BY AXLE
AND 24" RED OAK
T. M. 35 - R 41E
R. CRAIG ERNST
D. B. 1631, P. 301
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STONE PILE SET AROUND
IRON FOUND AT TALL WOODEN POST
GAS LINEo
MARKER
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OWNER'S APPROVAL
THE DIVISION OF THE LAND DESCRIBED HEREON IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND /OR TRUSTEES. ANY REFERENCE TO FUTURE
POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL ONLY. ALL
ST 8TEMENTS AFFIXED TO THIS PLAT ARE CORRECT TO THE BEST OF MY KNOWLEDGE.
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T. M. 35 - P. 41A
EVERETT B:, JR. 8►
VIRGINIA M. H. A. DAVIS
D. B. 1310, P. 611
D.B. 360, P. 421 PLAT
GAS LINE \
MARKER o o
NOTARY PUBLIC
THE FOR 'OING INSTRUMEN WAS ACKNOWLEDGED BEFORE ME THIS
DAY a flok I a Ask 20 MY COMMISSION .EXPIRES /FU APPROVEDFOR RECORDATION AGENT FOR BOARD OF SUPERVISORS 1* i is Lk Li OR WA NUT
PLAT SHOWING
SUBDIVISION PLAT OF
PARCEL A & B
THE PROPERTY OF JEAN H. LAM
LOCATED ON STATE ROUTE 20 & THE WATERS OF
COUNTY LINE BRANCH ABOUT 1.5 MILES SW OF
BARBOURSVILLE
RIVANNA DISTRICT
ALBEMARLE COUNTY
VIRGINIA
FOR
JEAN. H. LAM
PETER M. & LISA 0. CARPENTER
SCALE = 1" = 200 DATE APRIL 18, 2014
200' 100' 0' 200' 600'
641
150' 50' 100' 400' 1000' 1
OLD ALBEMARLE SURVEYING, LLC
700 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
IRON ET
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o
IRON z
FOUND 1,01'
NOTES
1. REFERENCE -.D.B. 727, P. 456,458 PLAT a D.B. 694, P. 578, 581 PLAT
2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY.
3. THIS PROPERTY DOES NOT LIE IN ZONE A (SPECIAL FLOOD HAZARD AREA) ACCORDING TO FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL 510006 0175 D.
4. NO TITLE REPORT FURNISHED, ESMTS. AND OTHER ENCUMBRANCES NOT SHOWN MAY EXIST.
5. 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 VA. DEPT. OF TRANSPORTATION 8a COUNTY OF ALBEMARLE.
6, THE EXISTING AND/OR PROPOSED R/W IS OF ADEQUATE WIDTH & HORIZONTAL 81 VERTICAL ALIGNMENT TO
ACCOMMODATE A TRAVELWAY PASSABLE TO ORDINARY PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME
WEATHER CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF TRAVELWAY, AS REQUIRED BY
SEC. 14 - 412 OF THE ALBEMARLE CO. CODE.
7. PARCEL A & B EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SEC. 4.2.1 OF THE ALBEMARLE CO.
ZONING ORDINANCE.
8. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER. SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
9. THIS PROPERTY IS ZONED RA. YARDS- FRONT (EX. PUBLIC RD.) : 75' a (INTERNAL PUBLIC OR PRIVATE RD.) = 25',
SIDE : 25' 8 REAR = 35. ALSO THIS PROPERTY IS ZONED (EC) ENTRANCE CORRIDOR OVERLAY DISTRICT.
10. PARCEL A & B EACH CONTAIN 2 DEVELOPMENT RIGHTS AFTER THIS,
AND MAY BE FURTHER .DIVIDED.
11. THIS PROPERTY DOES NDT °LIE IN AN AGRICULTURAL- FORESTAL DISTRICT OR WITHIN A WATER SUPPLY WATERSHED.
12. THE STREAM, BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
T. M. 35 - P. 37B
KATHLEEN SHIFFLETT, ETAL
D.B. 4000, P 180
D. B. 233, P. 487 PLAT.
GAS LINE
MARKER 0
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100' STREAM BUFFER
PARCEL %�2s
IG�9 STREAM
IRON FOUND AT POST
AND FENCE INTX.
25.01 ACRES
AP
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SPRING F
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IRON
SET
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N 4.3000'52" E
8.00'
DEAD 12" PINE
W
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6�r
AT CORNER FENCE
9
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T. M. 35 P. 40
JAMES A. &
MEMORIE M. WILLIAMS
D. B. 510, P. 553
VICINITY SKETCH
Kel
20 1
V3 c 0 100' STREAM
°off v' �'' BUFFER
CK PT "BI c'�,
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F �
r-
` � P
ALONG CENTERLINE OF NEW
°30' PRIVATE
STREET
PT. "A"
N 50012'19 "
W
76.89'
N 590 2,3'4 1 "
W
73. 1 1'
N 63 °36' 58"
W
369,09'
N81 °01'50 "W
67.02'
N 680 05'52"'W
100.00'
N 500 38'2 5"
W
50.00'
N 780 40' 37"
W
56.35' .
N 590 20'4 1 "
W
260.00'
N58 °15'23 "W
168.15'
N 630 54' 06"
W
158.76'.
PT.. " B "
IRON
SET .F
IRON FOUND ''�GRgV i / � POLE
AT FENCE INTX. PALE `�Or �< POLE GAS LINE
_ BLDG. MARKER
OVERHEAD DWELLING
UTILITY � °
LINE 8
WELL TO
?9 s4, R /,q,° i� BARBOURSVILLE
O
IRON
FOUND
O
S FT
T. M. 35 - P. 37 TEL
R�qM �S L ?6 2
Op .'
JAMES A. & PE D,� �cj�• (L= 38;00')
MEMORIE M.-WILLIAMS PT „A
D. B. 5641 P. 299 IRON __,/ A = 17 °31'03"
SET O� R = 515.00
L = 157.45
P��O C = 156.84'
TO Q Q CB S 52° 21 12 W
STONY POINT Q PROPERTY LINE ALONG
CENTERLINE OF 30'
PRESCRIPTIVE EASEMENT
AND PAVED ROAD
2198