HomeMy WebLinkAboutSUB201500025 Plat 2016-01-21s
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OWNERS STATEMENT & CONFORMING STATEMENT:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND SHOWN AS "PLAT SHOWING A
NEW 12' & VARIABLE WIDTH DRAINAGE ACCESS EASEMENT FOR INSPECTION AND MAINTENANCE AND
20' PRIVATE SANITARY SEWER EASEMENT ON A PORTION OF THE LANDS OF SHEEFLEE, L.L.C. ", DATED
FEBRUARY 09, 2015, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
FOR:
NOTARY'S STATEMENT:
FOR A PERSON WHO I SIGNING ON BEHALF OF A CORPORATION:
STATE OF.- 111-667ilMa-
CITY / COUNTY OF
THE FOREGOING INS:ERUMENT WAS ACKNOWLEROED BEFOR�}iA E THIS
BY
DATE
LEGEND:
--- oHu - - --
ADJOINING PROPERTY LINE
EDGE OF PAVEMENT
OVERHEAD UTILITIES
EXISTING FENCE
CENTERLINE OF EASEMENT
- - - - -- - - - - EXISTING EASEMENT
a■■s �
�01S ,,j+ll,,,,,
APPROVED FOR RECORDATION:
Ho Y C�ahaL.t ilzl�[�.
AGENT BOARD OF SUPERVISORS DA
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,•.0
EASEMENT AREAS=
-- DUSTING 100' STREAM BUFFER
APPROXIMATE LOCATION OF
FEMA FLOOD ZONE BOUNDARY
NEW VARIABLE WIDTH
DRAINAGE ACCESS ESMT. FOR
INSPECTION & MAINTENANCE
NEW PRIVATE SANITARY
SEWER EASEMENT
ABBREVIATIONS:
AC, =ACRE -
COL= COLUMN
COORD. =COORDINATE
C/O =CARE OF
DR. =DRIVE
ESMT= EASEMENT
EXIST.-DUSTING
FND. =FOUND
L =ARC LENGTH
LLC. =LIMITED LIABILITY COMPANY
NAD =NORTH AMERICAN DATUM
NO./NUMBER
OHU= OVERHEAD UTILITIES
P.O. =POST OFFICE
R =RADIUS
Rt =ROUTE
SQ. FT.= SQUARE FEET
M- -TOTAL
U.P. =UTILITY POLE
VA.= VIRGINIA
f =PLUS OR MINUS
bmDELTA ANGLE
ACCESS ESMT. =0.468 AC. (20,398 SQ. FT.)
PRIVATE SEWER ESMT. =0.043 AC. (1,863 SQ. FT.)
NOTES:
1. CURRENT OWNER & LEGAL REFERENCE°.
SHEEFLEE, LLC., 1730 SAGE LANE, BLACKSBURG, VA. 24060; TAX PARCEL; 56 -67A. D.B. 3626 PG. 619
2. THIS PLAT IS THE RESULT OF A FIELD SURVEY CONDUCTED ON 10/23/08, USING MONUMENTS FOUND TO DOW AT THAT TIME AND THEREFORE MAY NOT CONFORM TO PREVIOUS DEEDS OR
PLATS OF RECORD. THIS PLAT DOES NOT REPRESENT A CURRENT BOUNDARY SURVEY.
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES AND EASEMENTS THAT AFFECT THE SUBJECT PROPERTY.
4. THE PURPOSE OF THIS PLAT IS TO DEDICATE A 12' & VARIABLE WIDTH DRAINAGE ACCESS EASEMENT FOR INSPECTION AND MAINTENANCE AND A 20' PRIVATE SANITARY SEWER EASEMENT
ACROSS THE LAND OWNED BY SHEER EE. L.L.C.
5 A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A F.E.M.A. DESIGNATED 100 -YEAR FLOOD ZONE. THE SUBJECT PROPERTY PARTIALLY LIES WITHIN ZONES "A" & "X" AS SHOWN ON
F.I.RM. COMMUNITY PANEL N& 5100300=. EFFECTIVE DATE OF FEBRUARY 4. 2005 THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS. NO ELEVATION STUDY HAS BEEN
PERFORMED AS A PART OF THIS PROJECT.
6. TAX PARCEL 56 -67A IS LOCATED IN A WATER SUPPLY WATERSHED AND IS NOT LOCATED IN AN AGRICULTURAL- FORESTAL DISTRICT, PER ALBEMARLE COUNTY COMMENTS ON 03 /06/15.
7. 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.
A L B E M A R L E
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ALBEMARLE
C 0 U N T Y
VICINITY MAP:
SCALE 1 "2000'
INDEX OF SHEETS
SHEET 1 OF 3�
SKINATURE, BLOCKS, APPROVALS
SHEET 2 OF 3. EASEMENT PLAT
SHEET 3 OF 3-- EASEMENT PLAT
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,TH
RALPH O.CLEMENTS
i .No.18
low
A, SUR .
03/31/15
05/11/15
PLAT SHOWING 09/10/15
A NEW 12'& VARIABLE WIDTH
DRAINAGE ACCESS EASEMENT FOR "
PM ROC
INSPECTION AND MAINTENANCE TECH KJD
AND 20' PRIVATE SANITARY SEWER CREW SBU
EASEMENT G r4l JOK NO. ISSUE DATE
ON A PORTION OF THE LANDS OF 1770.3 02/09/15
SHEEFLEE, L.L.C. - - N V M GUE -j
ALBEMARLE COUNTY, VIRGINIA 1 OF 3
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U 1 6523
yw 1 mil �4. f
z
o p� 0= 16'9030
1 ROD R= 223.77'
1 G-, FND. L= 64.70'
30 7c, T= 32.58'
1 N \ CH= 64.48'
C9 =N 44'19'46 "W
rn
CA.
I cm!'f d � �� \j•
4 to On
1`
TAX PARCEL 56-68
BEAVER CREEK HILL o�``00
^... -N 36'4fi'39" E ` CORPORATIONQO
D.B. 3591 PG. 236
,o ,y C,
EXISTING 100' cos,
STREAM BUFFER '
;o
' ;
ENTRANCE CORRIDOR 12 & VAR. W IDTH
(EC), FLOOD HAZARD DRAINAGE ACCESS ESMT:
OVERLAY
ZMA2007000 2ND FOR INSPECTION AND
As, MAINTENANCE
#737 PgRk RAPE rO (HATCHED AREA)
°R (20,398 SQ. FT.)
TAX PARCEL
56 -67A
SHEEFLEE, L.L.C.
D.B. 3626 PG. 619
6.155 AC.
.r
rn
1 sz, C7 � $ 50 9 01'
I 1 W
F9 :ry.: E8 CENTERLINE OF 20'
I W
1 °a.
ARC TIE - EDGE OF
4 ROD
EASEMENT TO ROD FND.
-
I p2 ND
-T-P
a= 1'00'19", R= 823.92',
P
L= 14.46'
11
8.64'
E3
TAX PARCEL
I
c'
56-67
1 m
BEAVER CREEK
I
HILL CORPORATION
45.69'
- D.B. 3591 PG. 236
S 0533'42" E
(±11.19 AC.)
1
a
I
CL
A=11'00'49"
S 0814'37' E
o
R= 823.92'
I
L= 158.38'
I
T= 79.43'
1
CH= 158.13'
E11
CB= N47'00'15 "W
5.98'
E12
1 Wr-.lz�
T
1
S 82'22'47" E
I Ct W
E14
1 4C
u
Cn
1 Lu
S 2152'31' E
12.53'
E16
S 0653'54" W
9.04'
E17
a +
Lq
�; 0
E18
CZ
'
I'm
z
Q~ I
N 67'43'12' W
15.56'
PRIVATE SANITARY
"moo °o� SEWER EASEMENT
(DOTTED AREA)
ZONRESIDENTIAL NED (1,863 SQ. FT.)
DEVELOPMENT (PRD)
ROD TAX PARCEL 56 -67A
SHEEFLEE, L.L.C.
D' D.B. 3626 PG. 619
6.155 AC.
ZONING: PLANNED RESIDENTIAL
DEVELOPMENT (PRD), ENTRANCE
CORRIDOR (EC), FLOOD HAZARD
OVERLAY (FH) AND ZMA200700012
APPROXIMATE LOCATION
OF FLOOD ZONE "X"
BOUNDARY
(SEE NOTE #5)
MATCH SHEET 3
GRAPHIC SCALE
60 O 60 120
1 inch = 60 ft. t
olf b�b
�+f R 4.
a9sJ.
�D
4� C,4
WQ
1
°
im
EASEMENT LINE TABLE:
UNE
BEARING
DISTANCE
E1
N 48'08'12' E
4.47'
E2
N 11'03'11' W
8.64'
E3
N 38'45'47' W
6.24'
E4
N 39'22'31' W
10.43'
E5
N 82'22'47' W
45.69'
E6
S 0533'42" E
1.01'
E7
S 40'31'16' W
4.45'
E8
S 0814'37' E
27.43'
E9
S 81'45'23' W
1200'
E10
N 0814'37" W
27.43'
E11
N 21'00'11' E
5.98'
E12
N 6330'43' E
13.12'
E13
S 82'22'47" E
45.69'
E14
S 32'48'18" W
12.37'
E15
S 2152'31' E
12.53'
E16
S 0653'54" W
9.04'
E17
S 46'5508' W
8.22'
E18
S 22'16'48' W
54.70'
E19
N 67'43'12' W
15.56'
E20
S 22'03'56' W
19.85'
E21
N 1T17'13' W
38.40'
E22
N 05'57'37" W
54.96'
E23
S WWII W
4.33'
E24
N 41'30'19' W
1200'
A\
,pp
� 1 F
• `may r
�1gC11
APPROXIMATE LOCATION
-OF FLOOD ZONE "A"
BOUNDARY
(SEE NOTE #5)
82.15' -
`� N4515'24
PLAT SHOWING
A NEW 12'& VARIABLE WIDTH
DRAINAGE ACCESS EASEMENT FOR
INSPECTION AND MAINTENANCE
AND 20' PRIVATE SANITARY SEWER
EASEMENT
ON A PORTION OF THE LANDS OF
ALBEMARLLE COUNTY. VIRGINIA
RALPH 0. CLEMENTS �
Li
e 864
SUR
03/31/15
05/11/15
09/10/15
PM ROC
TECH KJD
CREW SBU
JNI JOB
1 770.3 02/09/15
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03/31/15
05/11/15
09/10/15
PM ROC
TECH KJD
CREW SBU
JNI JOB
1 770.3 02/09/15
Iw EET N _ _
2OF3
6' o ?053sc°
82.15 -- 18•A 26�F'
N45'15 "E N 2�'S3. \
_�� bl �.
N TAX PARCEL 56 -67B
m MARTIN SCHULMAN
'� -� D.B. 4341 PG. 677
`• 9.421 AC.
` PLAT SHOWING
A NEW 12'& VARIABLE WIDTH DRAINAGE ACCESS
EASEMENT FOR INSPECTION AND MAINTENANCE
AND 20' PRIVATE SANITARY SEWER EASEMENT
ON A PORTION OF THE LANDS OF
SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA
MATCH SHEET 2
TAX PARCEL 56 -67A
SHEEFLEE L.L.C.
12'& VAR. WIDTH DRAINAGE ACCESS D.B. 3626 1PG. 619
ESMT. FOR INSPECTION AND 6.155 AC. eo�RD
MAINTENANCE (HATCHED AREA) _ �^
(20,398 SQ. FT.) ° ,
63 ```- ` N 41'1436 E � �16 &06'� Z
EDGE OF ESMT. TO [ E1 ;�'� /"_ . �` } -- _ =_7
OLD TRACT CORNER `- '�"'
N 41 '30' 19" W � S 41'14'36' W 174.54
39.83 TIE) ��5�'%� N 4655'08" E
EDGE OF j 5. ; l S �� •� / / �5� h� FND.
ESMT. TO E24 TAX PARCEL 56 -67B
ROD FND. I fi ok ROCK COL. / �f MARTIN SCHULMAN -THE STREAK BUFFER SHOO SHO FND.
S 41'3019 E `� / HEREON SHALL BE MANAGED IN
" ! &WALL. "�`� D.B. 4341 PG. 677
E23 ���� 9.421 AC. ACCORDANCE WITH THE ALBEMARLE
26.38 (TIE ROD, / COUNTY WATER PROTECTION
e= 3'31'18" I � FNS
ORDINANCE."
NEE Fs
82.15'
N45'15'24"E
rn
C3 \C12
E3�
APPROK
LOCATION
�y E � � E'14 OF
E15 f FLOOD ZONE
(SEE NOTE
� `- soh ,1'-5)
307.72' a 17
ci K =e /S.UU�- 1r 1
L =41.49 ,
CL
A � �
Y � o
a U.P. VEPC
C3 #R 50 -2/ Sa.
M
°`
I / (V ROD
cu
% ,''� FND.
��
A---7'05'19"
CHORD LENGTH
°'
C3,
�
m
� Q
ROD FND.
EXISTING 100'
RADIUS
STREAM BUFFER
��
A---7'05'19"
CHORD LENGTH
-R= 675.00'
Cl
L= 83.51'
11201'
126.98'
5
120.29'
N 4819'38" E
C2
20'432"
7.50'
4PI, ' fi
A--6-51322"
R= 675.00'
L= 80.77'
y C' /
/ Q ROD FND.
ASPHALT DRIVE
±232' TO THREE NOT 'D
ROAD; ROUTE 240
a
r
EASEMENT CURVE TABLE:
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
CHORD LENGTH
CHORD BEARING
Cl
64'57'13'
11201'
126.98'
71.29'
120.29'
N 4819'38" E
C2
20'432"
7.50'
2.71'
1.37'
2.69'
N 2173'26' W
C3
351515'
29.50'
WS
9.37'
17.81
N 21'44'42" W
C4
1018'46'
44.00'
7.92'
3.97'
7.91'
N 87'32'11" W
C5
36'07'14"
48.00'
30.26'
15.65'
29.76'
S 6832'38' W
06
7'21'2Y
49.00'
6.29'
3.15'
6.29'
S 46 48'18' W
C7
46'09'34'
49.00'
39.48'
20.88'
38.42'
S 145010' W
C8
I 46'09'34'
61.00'
49.14'
25.99'
47.83'
N 14'500' E
C9
7*21'27'
6100'
1109'
405'
&08'
N 46'4618' E
C10
36'014'
6200'
39.09'
20.22'
3&44'
N 6832'38" E
C11
1018'46'
56.00'
10.08'
5.05'
10.07'
S 87'32'11" E
C12
19377'00'
29.50'
99.60'
250.18'
5&59'
S 63'5510' E
C13
6771'55'
100.01'
117.59'
66.65'
110.93'
S 49'31'59" W
C14
331710'
70.00'
40.67
21193'
40.10'
S 32'29'37' W
C15
331710'
58.00'
33.70'
17.34'
33.22'
N 327937' E
60 GRAPHIC SCA 60 120
1 1 inch = 60 ft.
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