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OWNERS STATEMENT & CONFORMING STATEMENT:
THE PLATTING OR DEDICA11ON OF THE FOLLOWING DESCRIBED LAND SHOWN AS "PLAT SHOWING A NEW 20
FOOT AND VARIABLE WIDTH ACSA SANITARY SEWER AND WATER EASEMENTS & PRIVATE SANITARY SEWER
EASEMENT ON A PORTION OF THE LANDS OF BEAVER CREEK HILL CORPORATION & SHEEFLEE, LLC. ",
DATED FEBRUARY 09, 2015, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE N
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
FOR: BEAVER CREEK HILL tORPORATION DATE
2 - 2-e�
FOR: SHEFFLEE, L.LC DATE
NOTARY'S STATEMENT:
FOR A PERSON WHO IS SIGNING ON BEHALF OF A CORPORATION:
n
STATE OF:
CITY / COUNTY OF 'mom
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
'7-Z4,CQ LMO+N C 2Z1J BY ��if,- L,6cgg�q
5-11 -?, Iv-'-
REGISTRA11ON No.
MY COMMISSION EXPIRES:
JESSICA M DIZON
NOTARY PUBLIC
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES JUNE 30, 2016
COMMISSION # 7512252
NOTARY'S STATEMENT:
FOR A PERSON WHO IS SIGNING ON BEHALF OF A CORPORATION:
STATE OF: V( A ti N f A-
elTY / COUNTY OF
At-6 a l'k4'2 L:
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
':7-u "i G -y3 2X'5'-
Xt 5'- BY LAwkEiC -M 44-r(A/
OF 6 c "459 C k✓ ✓ K (4 c t- L C.0 kh 2A- Tt 0 .✓
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NOTARY PUBLIC
MY COMMISSION EXPIRES:
Kt10IJ IKA IIUN NO.
CAROLYN B. STONE
Notary Public
Commonwealth of Virginia
101432
My Commission Expires Dec 31, 2017
A L B E M A R L E
C O U N T Y
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SITE o� NOTCH'D
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240 .
CSX LINE a�
A L B E M A R L E q�n COUNTY
VICINITY MAP:"
SCALE: 1 "2000';,
APPROVED FOR RECORDATION:
AGENT BOARD OF SUPERVISORS �+f� DATA
ACSA SANITARY EASEMENT AREA=
0.011 ACRE (473 SQ. FT.) (SEE SHEET 2 OF 5)
PRIVATE SANITARY SEWER EASEMENT AREA=
0.360 ACRE (15,660 SQ. FT.) (SEE SHEET `2 OF 5)
ACSA WATER EASEMENT AREA=
0.452 ACRE (19,704 SQ. FT.) (SEE SHEET 3 & 4 OF 5)
INDEX OF SF
SHEET 1 OF 5- SIGNATURE, BLOCKS, APPROVALS
SHEET 2 OF 5- SANITARY SEWER EASEMENT PLAT
SHEET 3 OF 5- WATER EASEMENT PLAT
SHEET 4 OF 5-- WATER EASEMENT PLAT
SHEET 5 OF 5. OVERALL BOUNDARIES
PLAT SHOWING
A NEW 20 FOOT AND; VARIABLE
WIDTH ACSA SANITARY SEWER AND
WATER EASEMENTS & PRIVATE
SANITARY SEWER EASEMENT
ON A PORTION OF THE LANDS OF
BEAVER CREEK HILL CORPORATION
& SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA
ff H OF
�l
RALPH O.CLEMENTS a
Lic. No. 1864 _
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03/31/15
05/11/15
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03/31/15
05/11/15
PM ROC
TECH KJD
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N[ 10.13M 2MMS51 E D'AT
1770.3 02/09/15
;HE:ET;tNUIU(BER
1 OF 5
PLAT SHOWING
A NEW 20 FOOT AND
VARIABLE WIDTH ACSA
SANITARY SEWER AND
WATER EASEMENTS &
PRIVATE SANITARY
SEWER EASEMENT
ON A PORTION OF THE LANDS OF
BEAVER CREEK HILL
CORPORATION
& SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA
PROPERTY LINE IS SHOWN IN THE
TAX PARCEL 56A3 -1 APPROXIMATE LOCATION ONLY. NO
N/F ROUTE 240, L.L.C. BOUNDARY SURVEY HAS BEEN PERFORMED
D.B. 2012 PG. 352 AS A PART OF THIS SURVEY.
EXISTING B.M.P. EASEMENT
D.B. 2897 PG. 488 1 PROPERTY
CORNER
1 NOT FND.
PROPERTY LINE IS SHOWN IN THE
APPROXIMATE LOCATION ONLY. NO
BOUNDARY SURVEY HAS BEEN
PERFORMED AS A RESULT OF THIS
PROJECT.
ROD 60
FND.
CHAIN -LINK FENCE
GENERALLY ALONG
PROPERTY LINE
GRAPHIC SCALE
0 60
1 inch = 60 ft.
"THE STREAM BUFFER(S) SHOWN
HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE."
91
S )2�5'
ABBREVIATIONS: A G E " % 10.0'
CMP= CORRUGIATED METAL PIPE S T 0 R S 43 52 40 E 332.30 (TIE "f-.40.0 vs
C o =CARE of U N I T S FROM END OF ESMT.
/ I� S 43'39'44" E%
COORD.= COORDINATE "CHARLOTTESVILLE SELF CENTERLINE AT PROPERTY % 143.70'
ESMT =EASEMENT BOUNDARY TO ROD FOUND / /
EXIST .= EXISTING STORAGE AT CROZET" I%/
FND. =FOUND 1- 434 - 823 -2340 SHOWN ABOVE) (NOT TO SCALE) 20' & VARIABLE
INST =INSTRUMENT
LLC =UMITED LIABILITY COMPANY 5390 THREE NOTCH'D ROAD WIDTH PRIVATE
NAD =NORTH AMERICAN DATUM CHARLOTTESVILLE, VA. 22903 / ,
N/F =NOW OR FORMERLY 20.o SANITARY SEWER
N0. /NUMBER /'� ESMT. (15,660 S . FT.
P.0 =POST OFFICE - — — — _-._ — _ �. �
PNT IN BR. =POINT IN THE BRANCH
R/W--RIGHT -OF -WAY _ _- — — — — S 4338'05" E 10.00 E5—) �2 /\
SQ. FT= SQUARE FEET --- — — — __ 20' ACSA SANITARY
(T) =TOTAL BOUNDARY DISTANCE EXISTING BUILDING (APPROXIMATE LOCATION)
(TIE)= DISTANCE TO/FROM CORNER v'
TAX PARCEL 56A3 -7 EWER EASEMENT � LIMP,
- _ _
U.P =UTILITY POLE ALBEMARLE STORAGE, L.L.C. PROPOSED FUTURE
VA.= VIRGINIA D.B. 3012 PG. 96 PUBLIC SANITARY 13.67' 8'34 "W tr
473 S . FT.)38g5 ,
± -PLUS OR MINUS
(±6.001 AC. FROM RECORDS SEWER EASEMENT (nf)
NOTES: - NOT SURVEYED THIS DATE) (NOT YET OF RECORD) ZONE "X" (CROSS-HATCHED)
1. CURRENT OWNERS & LEGAL REFERENCES: TAX PARCEL 56 -67
TAX PARCEL / • 56 -67, BEAVER CREEK HILL CORPORATION C 0 HANTZMON, WIEBEL & COMPANY; P.O. BOX 1408 818 E, BEAVER CREEK HILL CORPORATION
D.B. 3591 PG. 236
JEFFERSON STREET, CHARLOTTESVILLE, VA. 22902; D.B. 2609 PG. 387 ( ±11.19 AC.)
120
5
�O
EXISTING 100'
STREAM BUFFER
S 86'25'46" W
55.87'
ZONE "X"
LEGEND:
EASEMENT LINE TABLE
LINE
TAX PARCEL- 56 -67A, SHEEFLEE, L.L.C., 1730 SAGE LANE, BLACKSBURG, VA. 24060; D.B. 4341 PG. 683, D.B. 3804 PG. 432.
DISTANCE
2.
THIS PLAT IS THE RESULT OF A FIELD SURVEY CONDUCTED ON 12/02/14, USING MONUMENTS FOUND TO EXIST AND
10.10'
E2
THEREFORE MAY NOT CONFORM TO PREVIOUS DEEDS OR PLATS OF RECORD. BOUNDARY INFORMATION SHOWN ON SHEET 5
o
E3
OF 5 IS BASED ON FIELD SURVEY OF PARCELS 56 -67A & 56 -67B CONDUCTED IN 2008. OTHER PARCEL BOUNDARY DATA
3
a
E4
IS COMPILED FROM RECORDS. THIS PLAT DOES NOT CONSTITUTE, NOR IS IT INTENDED TO REPRESENT A BOUNDARY SURVEY
29.79'
E5
OF ANY PARCELS SHOWN.
40.07'
3.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES AND
3
E7
EASEMENTS THAT AFFECT THE SUBJECT PROPERTY.
A
4.
THE PURPOSE OF THIS PLAT IS TO DEDICATE A NEW 20 FOOT AND VARIABLE WIDTH ACSA SANITARY SEWER AND WATER
A Y
EASEMENTS & PRIVATE SANITARY SEWER EASEMENT ON A PORTION OF THE LANDS OWNED BY BEAVER CREEK HILL
CORPORATION AND /OR SHEEFLEE, L.L.C.
7 (IN
5.
NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL WERE OBSERVED ON
THE SUBJECT PROPERTY DURING THE COURSE OF THIS SURVEY.
�N
6.
A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.M.A. DESIGNATED 100 -YEAR FLOOD ZONE. THE SUBJECT
W
PROPERTY PARTIALLY LIES WITHIN ZONES 'A' & 'X' AS SHOWN ON F.I.R.M. COMMUNITY PANEL NO. 51003CO235D, EFFECTIVE
DATE OF FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS. NO ELEVATION STUDY HAS
o
I-
BEEN PERFORMED AS A PART OF THIS PROJECT
i
7.
TAX PARCELS 56 -67 AND 56 -67A ARE LOCATED IN A WATER SUPPLY WATERSHED AND ARE NOT LOCATED IN AN
N
=
AGRICULTURAL- FORESTAL DISTRICT.
X N
z�
U
¢
LEGEND:
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
E1
S 00'37'43" W
10.10'
E2
S 47'11'19" W
10.07'
E3
S 68'53'32" W
26.85'
E4
N 78'10'33" W
29.79'
E5
N 65'27'27" W
40.07'
E6
S 78'18'08" W
5.30'
E7
S 80'22'56" W
5.22'
E8
S 33'49'43" W
9.58'
NOTE: (BEARINGS ASSOCIATED WITH
THE PROPOSED EASEMENT
CENTERLINE(S) ARE DISPLAYED IN A
COUNTER - CLOCKWISE DIRECTION
TAX PARCEL
56 -67
BEAVER CREEK
HILL CORPORATION
D.B. 3591 PG. 236
(±11.19 AC.)
/
FA
EDGE OF /
/
EXISTING 100' /
STREAM BUFFER
O I �
PAVMENT,1
1 ,
N 58' i
L�
0.0'
o/
Z _kv
o°
�3�
FND.
1
�p,LTH OF
RALPH 0.CLEMENTS
tP-
L* No.1 64
ROD
FND.
irA S URV�.�
ADJOINING PROPERTY LINE
••• P
••• EDGE OF PAVEMENT RjEU I IS 0Y NS�j
03/31/15
CENTERLINE OF EASEMENT " ;!. % �� J 05/11/15
S 36'17 21 W
— - - —OHU— - - — OVERHEAD UTILITY LINE 31.26' I I' Ll W N
/.
— — — — — — — — — — EXISTING EASEMENT I i a w
EXIST. 50' ESMT. . �fj = m
— — — — — PROPOSED FUTURE ESMT. D.B. 1028 PG. 345 pROJECT,:TEAM,�
*'C0 t,
— • — • — • — 100' STREAM BUFFER I PM ROC
�Q
— • — • — • — PROPOSED T.C.E. I to
EXISTING FENCE P A R K V I E W Z% ZONE TECH KJD
I X CREW SBU
�-;;; -;�I D R I V E I �, ,
NEW PRIVATE 20' I ; /I GNIQJOB NO,. 4ISSU;E�DATE,
' SANITARY SEWER ESMT.
(50-INGRESS / I , / E8 - -
EGRESS ESMT.) / 17703 02/09/15
NEW ACSA SANITARY II SHEET NUMBER�sta
21.39'(11E) ,,_ - - - _.rte
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SEWER EASEMENT '� �y�� I E7 2 OF 5
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ROD
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irA S URV�.�
ADJOINING PROPERTY LINE
••• P
••• EDGE OF PAVEMENT RjEU I IS 0Y NS�j
03/31/15
CENTERLINE OF EASEMENT " ;!. % �� J 05/11/15
S 36'17 21 W
— - - —OHU— - - — OVERHEAD UTILITY LINE 31.26' I I' Ll W N
/.
— — — — — — — — — — EXISTING EASEMENT I i a w
EXIST. 50' ESMT. . �fj = m
— — — — — PROPOSED FUTURE ESMT. D.B. 1028 PG. 345 pROJECT,:TEAM,�
*'C0 t,
— • — • — • — 100' STREAM BUFFER I PM ROC
�Q
— • — • — • — PROPOSED T.C.E. I to
EXISTING FENCE P A R K V I E W Z% ZONE TECH KJD
I X CREW SBU
�-;;; -;�I D R I V E I �, ,
NEW PRIVATE 20' I ; /I GNIQJOB NO,. 4ISSU;E�DATE,
' SANITARY SEWER ESMT.
(50-INGRESS / I , / E8 - -
EGRESS ESMT.) / 17703 02/09/15
NEW ACSA SANITARY II SHEET NUMBER�sta
21.39'(11E) ,,_ - - - _.rte
r 4i;
SEWER EASEMENT '� �y�� I E7 2 OF 5
r ROD FND.
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TAX PARCEL
I
DELTA ANGLE
56 -67
BEAVER CREEK
50.00'
TANGENT
HILL CORPORATION
I
47.08'
D.B. 3591 PG. 236
1 L.L1
--.
(±11.19 AC.)
I
57.59'
S 35'08'07' E
EASEMENT LINE TABLE.
N
17'438"
_
�W
ROD
ZONING: RURAL AREAS
I p
N FND.
(RA) AND ENTRANCE
I
CORRIDOR (EC)
I
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N 41'30'19" W
ZONING: PLANNED RESIDENTIAL
DEVELOPMENT (PRD), ENTRANCE
CORRIDOR (EC), FLOOD HAZARD
OVERLAY (FH) AND
ZMA200700012
TAX PARCEL
56 -67A
SHEEFLEE, L.L.C.
D.B. 3626 PG. 619
(6.155 AC.)
U.P. VEPCO
#NG 78
78.21' I ;; ;.
Ii FENCE
I III ; *51'01* /
S 41'1429" E I �., E S 15W
91.06' ROCK COL. 95.85'
EXIST. I
100' \
STREAM
BUFFER I
I
A= 7'05'19" I
R= 675.00'4—
L =83.51
& WALL /
ROD,--,
FND.
A= 3'31'18"
R= 675.00'
L= 41.49'
ROD FND. 4/-
MATCH
U.P. vEPCO / / I EXISTING 100'
#R 50 -2 / ROD FND. STREAM BUFFER1
( C2
Sp' A= 6'51'22"
/ E ! R= 675.00
r L= 80.77' 1
EASEMENT CURVE TABLE:
307.72
TAX PARCEL `
"THE STREAM BUFFER(S) SHOWN \
56 -67A HEREON SHALL BE MANAGED IN
SHEEFLEE, L.L.C. ACCORDANCE WITH THE
D.B. 3626 PG. 619 ALBEMARLE COUNTY WATER
2>s PROTECTION ORDINANCE." 5
\ 42�A (6.155 AC.) ���
)
EXISTING 100' G°o
/STREAM BUFFER
BOARS FFNC C3
. 6
I NEW VARIABLE
' °' WIDTH ACSA \
10' WATER EASEMENT \
o�� i BoARo (19,704 SQ. FT.)
5� CD
1ti• o
- o
U.P. VEP
#NH 6 ROD
/ FND.
/
5 45'0159» W- , — .
107.03' [p N 46'55'08" E ROD
TAX PARCEL 56 -67B
MARTIN SCHULMAN
...
B 434E P.G-57.7_ _ ...
EXISTING 100' ' . - -"'-
STREAM BUFFER �— •421 AC
/
4
"THE STREAM BUFFER(S) SHOWN
HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE."
TAX PARCEL 56 -67B /
MARTIN SCHULMAN
D.B. 4341 PG. 677
(9.421 AC.)
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
CHORD LENGTH
CHORD BEARING
47.08'
C1
10'52'00"
304.10'
57.68'
28.92'
57.59'
S 35'08'07' E
EASEMENT LINE TABLE.
C2
17'438"
357.00'
110.35'
55.62'
109.91'
S 3218'29" E
TAX PARCEL `
"THE STREAM BUFFER(S) SHOWN \
56 -67A HEREON SHALL BE MANAGED IN
SHEEFLEE, L.L.C. ACCORDANCE WITH THE
D.B. 3626 PG. 619 ALBEMARLE COUNTY WATER
2>s PROTECTION ORDINANCE." 5
\ 42�A (6.155 AC.) ���
)
EXISTING 100' G°o
/STREAM BUFFER
BOARS FFNC C3
. 6
I NEW VARIABLE
' °' WIDTH ACSA \
10' WATER EASEMENT \
o�� i BoARo (19,704 SQ. FT.)
5� CD
1ti• o
- o
U.P. VEP
#NH 6 ROD
/ FND.
/
5 45'0159» W- , — .
107.03' [p N 46'55'08" E ROD
TAX PARCEL 56 -67B
MARTIN SCHULMAN
...
B 434E P.G-57.7_ _ ...
EXISTING 100' ' . - -"'-
STREAM BUFFER �— •421 AC
/
4
"THE STREAM BUFFER(S) SHOWN
HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE."
TAX PARCEL 56 -67B /
MARTIN SCHULMAN
D.B. 4341 PG. 677
(9.421 AC.)
/
PLAT SHOWING
A NEW 20 FOOT AND VARIABLE WIDTH ACSA
SANITARY SEWER AND WATER EASEMENTS &
FND.
� �
� OF���y
L1
.
L2
S 74'39'09" E
47.08'
L3
S 29'3232" E
:!- ' ' • BRANCH
"THE STREAM BUFFER(S) SHOWN
'�i
HEREON SHALL BE MANAGED IN
L5
EASEMENT LINE TABLE.
ACCORDANCE WITH THE
L6
N 74'54'30" W
ALBEMARLE COUNTY WATER
L7
LINE
BEARING
DISTANCE
PROTECTION ORDINANCE."
/
S 74'39'09" E
2799'
/
PLAT SHOWING
A NEW 20 FOOT AND VARIABLE WIDTH ACSA
SANITARY SEWER AND WATER EASEMENTS &
PRIVATE SANITARY SEWER EASEMENT C�
/ ON A PORTION OF THE LANDS OF GRAPHIC SCALE j�t
�
BEAVER CREEK HILL CORPORATION 60 0 60 120
& SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA 1 inch 60 ft.,
r
L1
.
L2
S 74'39'09" E
47.08'
L3
S 29'3232" E
41.89'
L4
S 03'45'31" W
31.73'
L5
S 4846'45" W
24.55'
L6
N 74'54'30" W
20.86'
L7
N 0924'59" E
18.22'
PRIVATE SANITARY SEWER EASEMENT C�
/ ON A PORTION OF THE LANDS OF GRAPHIC SCALE j�t
�
BEAVER CREEK HILL CORPORATION 60 0 60 120
& SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA 1 inch 60 ft.,
,.4�LTH of �
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Lic.No.1864
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05/11/15
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05/11/15
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1770.3 02/09/15
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. MATCH SHEET 3
GRAPHIC SCALE
60 0 60\ 120 �.
1 inch = 60 ft. EXISTING 100'
STREAM BUFFER / T�
U.P. VEPCO /
#R 50 -2 /
50, l '
TAX PARCEL ASPHALT /
�Q�o��,, •�
56-67 DRIVE
BEAVER CREEK � I
C,�PJCZ' HILL CORPORATION
�P �° D.B. 3591 PG. 236 -�
�G (±11.19 AC.) / o `-
s ZONING: RURAL AREAS (RA) Qz- I
AND ENTRANCE CORRIDOR (EC) �cd
ROD TAX PARCEL 56 -67 IS LOCATED IN A
FND. VDH CONC.
O WATER SUPPLY WATERSHED AND ARE NOT � �/ � / ' � 10
MON. FND. LOCATED IN AN AGRICULTURAL - FORESTAL / ' ! ' "� s'
S ti DISTRICT
4S'°'y -9�T U.P. SPRINT Q O
R� yU� #B1 -13 S 64'55'24" W
�f
U.P. CENTEL 40�'qy T 18 134.11
#B1 -12 / /y �� SS' U.P. VEP / {
R,F #F251 -OF35 / I
;t
MATCH SHEET 3 [ l r
z �`'
'I -THE STREAM BUFFER(S) SHOWN �3
HEREON SHALL BE MANAGED IN U > O
20 00, - e�P��� ACCORDANCE WITH THE — — �
- ALBEMARLE COUNTY WATER
EXISTING 100' PROTECTION ORDINANCE."
ROD FND. STREAM BUFFER
2 TAX PARCEL 56 -67B �
A= 6'5122 MARTIN SCHULMAN
R= 675.00' D.B. 4341 PG. 677 w w
L= 80.77' (9.421 AC.) W
U
ROD Q
FND. w
EXISTING 50' EASEMENTS ABBREVIATIONS: u
-7—D.B. 1Q28 PG. 345 cn
- AC.= ACRES) o m
ACSA= ALBEMARLE COUNTY SERVICE Q o
NEW VARIABLE WIDTH PPROX.=APPROXIMATE < ;� N o E
"Cr BR.= BRANCH `—° u o
y ACSA WATER EASEMENT C/0--CARE of z � �
(19,704 SQ. FT.) COL = COLUMN w L o
CONC =CONCRETE w }, > �I? -- -ca
�r D.B. =DEED BOOK Q N -, a m
/ DR =DRIVE �..� z 00 ��', c>0
ESMT =EASEMENT u z 0 -a 00
EXIST.= EXISTING w �' 04 m o 3
FND =FOUND cu ca 12,0 c
i" Q p�� �F-
G--GAS LINE o N !:2,
-
° 0 pF �y G.LI.P =GAS LINE INDICATOR POST ®® �o L 0
SF. �9- GW=GUY WIRE(S) ® N -� -� ;_
p �' INST.= INSTRUMENT U a w w
\ ?Q i 9s G L =ARC LENGTH
T� OD�2 Ahq LLC =LIMITED LIABILITY COMPANY Z,TH 0
�HU / , » 63 �� _ MON =MONUMENT - - - (IcJ)RALP�H - - Jr
_- S 65'2943- W A p
C Li ; : NAD =NORTH AMERICAN DATUM U.P. CENTEL �7 ; i 38.62 #B1 -13A � N/F =NOW OR FORMERLY 0 O TAX PARCEL 56 -67A IS LOCATED No. /NUMBER h ACSA WATER EASEMENT AREA- rq G.L.I.P. IN A WATER SUPPLY WATERSHED PGU =F HEAD UTILITY O.CLEMENTS
a o - U.P. CENTEL AND ARE NOT LOCATED IN AN PNT. IN BR =POINT IN THE BRANCH
0.452 ACRE (19 704 SQ. FT.) U.P. CENTEL ROD s oy
1 \ / #B1 -14 6)S U #61 -15 AGRICULTURAL- FORESTAL P.o =POST OFFICE iC.N0.18
° N 64'55'24" E 16.15' FROM FND. X23" SIGN DISTRICT R= RADIUS
RTE. =ROUTE
EASEMENT LINE TABLE: EASEMENT CENTERLINE TO SEE DETAIL iVgR�ge� 9g 69, R/W= RIGHT -OF -WAY
ROD FOUND „ " F R SQ. FT .=SQUARE FEET SURV
LINE
BEARING
DISTANCE
L8
N 65'55'291 E
16.33'
Q
C5
Cu PLAT SHOWING
A NEW 20 FOOT AND VARIABLE
WIDTH ACSA SANITARY SEWER AND
.y
WATER EASEMENTS & PRIVATE
L
03 SANITARY SEWER EASEMENT
A BELOW /ki /� (T) =TOTAL DISTANCE
/ WS X38 U.P =UTILITY POLE REIIISIONS��
/ �7• >> VA.= VIRGINIA
0 X28" U.P. SPRINT VDH= VIRGINIA DEPARTMENT OF HIGHWAYS 03/31/15
Ik /�` #B1 -16 e± -�aTa, ANGLE
Cr 05/11/15
Q %� :/ �0 LEGEND:
Q i 7�''.i —•—
RTE 24p R �
N ON A PORTION OF THE LANDS OF N 64'55'24" E 16.15' FROM
�Rob
`¢ BEAVER CREEK HILL CORPORATION EASEMENT CENTERLINE TO FND.
AI & SHEEFLEE, L.L.C. ROD FOUND DETAIL "A ":
ALBEMARLE COUNTY, VIRGINIA
1 " =30'
N
. t
[ rn
R W
RIGHT —OF —WAY LINEP..ROJECTTEAMLY.�x,;;
Ig
ADJOINING PROPERTY LINE
PM
ROC
EDGE OF PAVEMENT
TECH
KJD
CENTERLINE OF EASEMENT
CREW
SBU
— — — — — — — — —
— EXISTING EASEMENT
G "N 1l i
N'O 1�iSSU'E E_WTjEi
" x
EXISTING FENCE /�►
tk
1770.3 02/09/15
� %`��
NEW ACSA WATER
SN'EE�T;N;UsMUIBER,
EASaIENT
4 OF 5
a
3
a
rz
N68'05'34 "E 2.26' TAX PARCEL 56 -68 �
N 75'31'46" E P A R R 0 T T ROD FND. ZONE (PARTIAL DISTANCE) BEAVER CREEK HILL CORPORATION
L1� " 324.80' 11 N23'53'02 "W 10.19' AppR p „X„ y 'OyJ D.B. 3591 PG. 236 z or
N 88'55'34! E \ X _ — 2 ' '•'�' ..
APPROX. LOC. OF FROM CORNER 100' LOC OF i w.
35.00' 100' STREAM \L4 /���' N8 . 5 REAM BUFFER O' � �-�y �� / N68'05 34 E 24.21 (TOTAL DISTANCE) U 0 ■ [�■
25 3 " — c� aE -o L �3 �_' 21.95 (PARTIAL DISTANCE) 7
L2 _ BUFFER 115.46' ��6 g9�0 1g6 4 E N77'08'S E ��''r° 2'F >� • 3'27" E L
Ln
S 55'41'06" E — . • 05 - -..55 g'S ZONE 2 F N 68 0 STONE FOUND .-
66.49' \ i\ N63� 4 "E ROD 128 95' \. B �� -3 200.33' ON LINE ®15.00'
ROD 1 Lu
FND. R A s � AS PER D.B. 1028
L3 c, 0= 16'34'03" FND. ROD FND. / _ ROD- . N 83, N 0 H / ROD ON LINE �,N ^�, PG. 345 —� u Lu
S 79'06'46" E �* — ' — FND. 4324" ® 299.44 ,' o LLB
L =64.70 APPROXIMATE 221 E / .�
\ 'L ZONE LOCATION OF TAX PARCEL 73 �� o,• w `� L.IJ =
103.53' R= 223.77' \ s cL "X" v
X FLOOD ZONE
T= 32.58' \ Rr'�. '�i BOUNDARY 56 -67A "� ZONE � + tip•` �" _ Q
,L4 " CH= 64.48' zoXE \\ s�3 ROD (SEE NOTE #6) =6.155 AC. X 6,66 • p 12 DEAD a� a
N 63 47 49 E + \ FND, h / ROD 9 PINE TREE �� Q
11.72' CB =S 447946E I �"� �y$ o o m
'O \ a, FND. ti� FOUND T r Q N
TAX PARCEL 56 -67 IS LOCATED IN i- v y �\ C3 / '_° `' / _� All,
zQ o
A WATER SUPPLY WATERSHED AND \
ARE NOT LOCATED IN AN fr Gy O \ 8 ZONE / P�G� �v e�p o p
AGRICULTURAL - FORESTAL DISTRICT o� �-'� co t�`�c� J'� \ x 6� �� ZONE E
�" ���' F Z 2 ROD ROD / /� i .,x„ �o z
TERMINUS OF WATER ? >> o n s o Q G FND. " E - o
FEATURE OBTAINED `O �'t�` 6' cs 2 1317 / + B f' m
v' y c> y o_ i \ cr # FND. 650 s Q w n
FROM TAX MAP 056A3 yF o/'� p� �� \ `•� r N �` f` z -a e-° ^'
\,�G' FFF-� CURVE Cl z ,o o m CU
(NOT FIELD VERIFIED) - <s., rn � \ � /,�-
\ �` o \ 6+, h° //' ��y" / 00 b= 7'05'19" w o c 3
4 '0S'0 TR F � \\ 24- a°' Pee ��P TAX PARC R= 675.00'
ROD 56 -67B FND. EL
®® o
�� a �,, 4M =.41 . .1 1 �0 s °° °!� C
FFF -o C2r CH= 83.46'
N41'30'- 19 "W -- ?' - ROD TAX PARCEL 56- 67A -IS- LOCATED - - - -- CB= N34'26'11 "W- H OF h
+ c,� IN A WATER SUPPLY WATERSHED
\ 78.21 G \ FND. AND ARE NOT LOCATED IN AN
— • \ Cl / AGRICULTURAL- FORESTAL DISTRICT CURVE C2
ROD ZONE w o= 3'31'18" p +5
i FND. °Ix„ R= 675.00' RALPH O.CLEMENTS
_ TROD A_6'51'22" L= 41.49 L'IC. No. 1864
ROD FND. R- 675.00' 1263 T =20.75
i FND. — — ' 3 L= 80.77' # v, TAX PARCEL CH= 41.48' ..
CB =N39 44 29 W o % �� /�
o � T= 40.43' I 56 -74A I SURyE
�
CH =80.72 t
M
a ROD I •,�, N CB= N27'27'50 "W CURVE C3 IREE1!'ISI®,fS
R FND• ROD VDH I C' I A= 11'00'50" 03/31 /15
BENT W FND. CONC. S64'5524 "W I Z S65'2943 "W 38.62' R= 823.92' 05/11/15
ROD ROD MON. 134.11' I _ �_ 1 1 /2„ L= 158.38'
FND. FND. FND. 186.55' 99.89 138.11 181.95' 72.18' PIPE FND. I T= 79.43'
(NOT ROD S67' 54' 23 "W "S71'12'28 "W— S73'47'48 "W'-- " --1 CH= 158.13'
Cu
USED) S68'0544 W _ S74 47 53 W R/W " PRQ;JE.02TEAM
FN . ( SEE D. B. 2987 PG, 480 CB =N47 0015 W
N p T C H p R D. ( 5 0 W) PLAT SHOWING PM ROC
H R E E R T. 2 4 p A NEW 20 FOOT AND VARIABLE WIDTH ACSA TECH KJD
N, GRAPHIC SCALE
� 150 0 150 300 SANITARY SEWER AND WATER EASEMENTS & CREW SBU
NOTE: THE BEARINGS, AS SHOWN PRIVATE SANITARY SEWER EASEMENT �16
��' "'' � ®B NO 15 'Q& ATE
HEREON, ARE DISPLAYED IN A ON A PORTION OF THE LANDS OF a 1770.3 02/09/15
'0 1 inch = 150 ft. OVERALL BOUNDARIES CLOCKWISE DIRECTION BEAVER CREEK HILL CORPORATION & SHEEFLEE, L.L.C. �SFI.EE °T N,UTNiBE_R �
(SEE NOTE 2, SHEET 2 OF 5) ALBEMARLE COUNTY, VIRGINIA 5 OF 5
s
H