HomeMy WebLinkAboutSUB201700147 Plat 2017-10-17OWNER'S STATEMENT:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND "PLAT SHOWING A NEW
STORMWATER MANAGEMENT, FOREST & OPEN SPACE EASEMENT, NEW 10' PRIVATE DRAINAGE
EASEMENTS AND THE VACATION OF A 12' & VARIABLE WIDTH DRAINAGE ACCESS EASEMENT
FOR INSPECTION AND MAINTENANCE ON A PORTION OF THE LANDS OF SHEEFLEE, L.L.C.",
DATED 10/17/17, BEING THE PROPERTY OF SHEEFLEE, L.L.C., IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND
TRUSTEES, IF ANY.
FOR SHEEFLEE, L.L.C.:
PETER LAZAR, MANAGER
STATE OF:
CITY / COUNTY OF
DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
L'l7
OF
NOTARY PUBLIC
MY COMMISSION EXPIRES:
APPROVED FOR RECORDATION:
AGENT -BOARD OF SUPERVISORS
REGISTRATION No.
DATE
PLAT SHOWING
A NEW STORMWATER MANAGEMENT,
FOREST & OPEN SPACE EASEMENT,
NEW 10' PRIVATE DRAINAGE EASEMENTS
AND THE VACATION OF A
12' & VARIABLE WIDTH DRAINAGE ACCESS
EASEMENT FOR INSPECTION AND MAINTENANCE
ON A PORTION OF THE LANDS OF
SHEEFLEE, L.L.C.
ALBEMARLE COUNTY, VIRGINIA
LEGEND:
ADJOINING PROPERTY LINE
EDGE OF PAVEMENT
a - DISTANCE' �o SPECIFIC DISTANCE
WATER FEATURE / FLOW
EXISTING EASEMENT
EXISTING 100' STREAM BUFFER
� I I I � I I I � APPROXIMATE LOCATION OF FEMA FLOOD ZONE BOUNDARY
- - - - - - - - - - NEW 10' WIDE PRIVATE DRAINAGE EASEMENT
---P--- CENTERLINE OF NEW 10' WIDE PRIVATE DRAINAGE EASEMENT
VACATED 12' & VARIABLE WIDTH DRAINAGE ACCESS
ESMT. FOR INSPECTION & MAINTENANCE
r NEW STORMWATER MANAGEMENT, FOREST & OPEN
L j SPACE EASEMENT
NOTES:
1. THIS PLAT WAS PREPARED FOR SHEEFLEE, L.L.C.
2. CURRENT OWNER & LEGAL REFERENCES:
SHEEFLEE, L.L.C.
1730 SAGE LANE, BLACKSBURG, VA. 24060
TAX PARCEL: 56-67A; D.B. 3626 PG. 619
3. THIS PLAT IS THE RESULT OF A FIELD SURVEY CONDUCTED ON 10/23/08, USING MONUMENTS
FOUND TO EXIST AT THAT TIME AND THEREFORE MAY NOT CONFORM TO PREVIOUS DEEDS OR
PLATS OF RECORD. THIS PLAT DOES NOT REPRESENT A CURRENT BOUNDARY SURVEY.
I 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY NOT INDICATE
ALL ENCUMBRANCES AND EASEMENTS THAT AFFECT THE SUBJECT PROPERTY.
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.R.M. COMMUNITY PANEL NO. 51003CO235D, 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.
CLERK'S ATTESTATION: 6. TAX PARCEL 56-67A IS LOCATED IN A WATER SUPPLY WATERSHED AND IS NOT LOCATED IN AN
VIRGINIA: IN THE OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY AGRICULTURAL -FORESTAL DISTRICT, PER ALBEMARLE COUNTY COMMENT LETTER DATED 03/06/15.
DAY OF 20_. THE FOREGOING INSTRUMENT WAS 7. NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN
THIS DAY PRESENTED IN SAID OFFICE AND WITH CERTIFICATE ANNEXED ADMITTED
TO RECORD AT O'CLOCK _.M. BURIAL WERE OBSERVED ON THE SUBJECT PROPERTY DURING THE COURSE OF THIS SURVEY.
TESTE:
JON R. ZUG, CLERK
BY: , DEPUTY CLERK
ctA L B E M A R L E
C O U N T Y
Gyps
N
0''SITE
p� NOTCH'0 RD.
�NREE RT 240 �
CSX LINE a
q
A L B E M A R L E
C 0 U N TY
VICINITY MAP:
SCALE: 1 "2000'
SHEET INDEX:
SHEET 1 OF 3: SIGNATURES, APPROVALS, NOTES, LEGEND,
ABBREVIATIONS
SHEET 2 OF 3: EASEMENT PLAT, LINE & CURVE TABLES
SHEET 3 OF 3: EASEMENT PLAT, LINE TABLE
STATEMENT OF INTENT:
THE PURPOSE OF THIS PLAT IS TO CREATE 3 NEW EASEMENT AREAS, EACH
OF WHICH IS FOR STORMWATER MANAGEMENT, FOREST & OPEN SPACE,
TOTALING 79,731 SQUARE FEET, NEW 10' WIDE PRIVATE DRAINAGE
EASEMENTS TOTALING 16,743 SQUARE FEET AND TO VACATE AN EXISTING
12' & VARIABLE WIDTH DRAINAGE ACCESS EASEMENT FOR INSPECTION AND
MAINTENANCE ACROSS THE LAND OWNED BY SHEEFLEE, L.L.C., AS SHOWN
HEREON.
ABBREVIATIONS:
AC.=ACRE
DR.=DRIVE
D.B.=DEED BOOK
D.E.=DRAINAGE EASEMENT
ESMT =EASEMENT
EX./EXIST.=EXISTING
F.E.M. A. =FEDERAL EMERGENCY MANAGEMENT AGENCY
F.I.R.M.=FLOOD INSURANCE RATE MAP
FND.=FOUND
L.L.C.=LIMITED LIABILITY COMPANY
LN.=LANE
NAD=NORTH AMERICAN DATUM
NO./#=NUMBER
PG.=PAGE
RD.=ROAD
RT.=ROUTE
SQ. FT.=SQUARE FEET
S.W.M.=STORMWATER MANAGEMENT
(TYP.)=TYPICAL
VA.=VIRGINIA
t=PLUS OR MINUS
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T NUMBER
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S.W.M., FOREST & OPEN
SPACE ESMT. AREA �Po�
o N (29,828 SQ. FT.)
CDI Q \ 34" F (WITHIN HEAVY DASHED LINES)
o ��• 1622' iFS - _N 36°46 39" E
CDI � _
MTi - 89.10,
ROD I 39.24' (TIE) `
I FND.
TAX PARCEL 56-67A v
II o I f SHEEFLEE, L.L.C. S TAX PARCEL 56-68
D.B. 3626 PG. 619 0� F BEAVER CREEK HILL
I
6.155 AC. \� CORPORATION
E10 E9 E8 EXISTING 100' �d'
D.B. 3591 PG. 236
F IFS STREAM BUFFER g �, \ 52.65'
4 N H (TIE)
I --- 1. e0
I 5.04' �NF ,
I Co (ESMT.) / N�j°�28 ZpNF » „
I
50' EX. 20' PRIVATE s�TJ �� S.W.M. FOREST & OPEN
ROD �ZL� SANITARY SEWER ESMT. S 80°24'32" W �' ` CTI
o SPACE ESMT. AREA
FND. ,� AS SHOWN ON PLAT IN 20.28' (TIE) \ � ���G co o
D.B. 4795 PG. 370 F' I
F� o�F� 9'- �; ► (20,434 SQ. FT.)
I / ZONING: ♦9 f' WITHIN HEAVY DASHED LINES
12 &VAR WIDTH DRAINAGE ( )
EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
E1
DUE SOUTH
95.23'
E2
S 82'55'34" W
104.88'
E3
N 34'08 04 W
3.48
E4
S 65'30 43 W
10.35
E5
S 82'55'34" W
22.99'
E6
S 36'09'43" W
14.04'
E7
S 65'30 43 W
3.81
E8
S 48'37'23" W
55.85'
E9
S 49*27'15" W
17.23'
E10
S 48'37 23 W
44.66
E11
N 53'06 05 W
85.58
E12
N 10'56'12" W
23.01'
E13
DUE SOUTH
93.78'
E14
S 89*1710 W
19.54
E15
S 82*1507" W
31.38'
E16
N 86'59'53" W
30.94'
E17
N 673010 W
29.17
E18
N 56'24 07 W
22.32
E19
S 71'23'53" W
50.55'
E20
S 77'08'54" W
51.47'
E21
DUE NORTH
69.15
E22
N 4219'03" E
46.54'
E23
N 36'40'54" E
80.94'
E24
N 41'23'37" E
67.89'
E25
N 28*0114 E
96.62
E26
N 25'44'37" W
9.66'
E27
N 29'47'34" E
62.86'
E28
S 83'43'24 W
65.38
E29
DUE WEST
94.15'
E30
DUE NORTH
84.21'
I PLANNED RESIDENTIAL
TAX PARCEL 56-67 I DEVELOPMENT (PRD) ACCESS ESMT. FOR INSPECTION 9p
I `�S• 8�
AND MAINTENANCE GD ° 20.12'
BEAVER CREEK I ENTRANCE CORRIDOR (EC), AS SHOWN ON PLAT IN IFS Q��Q (TIE)
HILL CORPORATION FLOOD HAZARD OVERLAY (FH)
D.B. 3591 PG. 236 AND ZMA200700012 D.B. 4795 PG. 370 APPROXIMATE
TAX PARCEL 56-68
(f11.19 AC.) HEREBY VACATED F LOCATION "/ BEAVER CREEK HILL
I qsp APPROXIMATE �� / OF FLOOD ZONE "A" CORPORATION
1 #131 j p� r pR/V£ (CROSS -HATCH) LOCATION ���/ ✓ BOUNDARY D.B. 2609 PG. 387
I ARK�j TO OF FLOOD ZONE X +� (SEE NOTE #5)
I Ew DR. BOUNDARY �� A��2 , /V 6 �.
(SEE NOTE #5) / 9��,�T �j�82.15' �g.46 E 22635� F
ROD o� J . N45°15'24"E 21°5324
FND. 5239 10 (TIE) �. ` BRANCH \
0- 12' &VAR. WIDTH DRAINAGE TAX PARCEL 56-67A
- C ACCESS ESMT. FOR INSPECTION SHEEFLEE, L.L.C. SWMFOREST &OPEN TAX PARCEL 56-67B
...,
o AND MAINTENANCE D.B. 3626 PG. 619 MARTIN SCHULMAN
j o AS SHOWN ON PLAT IN 6.155 AC. SPACE ESMT. AREA
I � �� ♦ ` D.B.(4341 PG. )677
ZE D.B. 4795 PG. 370
(29,469 SQ. FT.) 9.421 AC.
W w HEREBY VACATED (WITHIN HEAVY DASHED LINES)
(CROSS -HATCH)
oe
_N _ -- --- 66.88' (TIE)
0:0, APPROXIMATE
---- 2
----->- -
Q----------- - J h LOCATION
z �----------Z�S OF FLOOD ZONE
�
/ 40.84 ESMT. BOUNDARY
CD/ ROD - S 46°55 08 W �/
FND. 307.72' ROD (SEE NOTE #5)
} ��
CD
TAX PARCEL 56-676 FND.
--- / MARTIN SCHULMAN "THE STREAM BUFFER(S) SHOWN
/ D.B. 4341 PG. 677 HEREON SHALL BE MANAGED IN
I Oti�O-
�, I ROD / ✓S �5 (9.421 AC.) ACCORDANCE WITH THE
> FND. ALBEMARLE COUNTY WATER
L I PROTECTION ORDINANCE."
WI _ I U
W U I EXISTING 100'
I ROD STREAM BUFFER
L I FND.
1
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FND. /
BOUNDARY CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
80.77
675.00
6'5122
N 27'27 50 W
80.72
C2
83.51
675.00
7'0519
N 34'2611 W
83.46
C3
41.49'
675.00'
3'31'18"
N 39'44'29" W
41.48'
C4
158.38'
823.92'
11'00'49"
N 47*00'15" W
158.13'
C5
64.70'
223.77'
16'34'03"
1 N 4419'46" W
64.48'
v¢
L
3 .. � /
OWN// ROD FND. /
^N ASPHALT DRIVE _ TOTAL EASEMENT AREA
to // ±232' TO THREE NOTCH'D 60 OGRAPHIC SCALE
60 120
'` / ROAD; ROUTE 240 - %9�731 SQ.
[T•
6N / J f
A 1 inch = 60 ft. (WITHIN HEAVY DASHED LINES)
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TAX PARCEL 56-67
BEAVER CREEK
HILL CORPORATION
D.B. 3591 PG. 236
CENTERLINE OF
NEW 10' PRIVATE
DRAINAGE ESMT.
6Ss 3 »F
(3,855 SQ. FT.)
a / .
_N 36°46'39" E
)D I I I 21.90 (TIE)
ID. I
— 89.10,
TAX PARCEL 56-67A
oc� SHEEFLEE, L.L.C.
I D.B. 3626 PG. 619
I I 6.155 AC.
L� -DES—•
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le
G\�\P 6o
TAX PARCEL 56-68
'F BEAVER CREEK HILL
Ix CORPORATION
D.B. 3591 PG. 236
—ao_
o ��� : NCy
� �
0 o \\ 15.29' (TIE) /i N -
S 22°13'22" E \
40.14' (TIE)
S.W.M., FOREST & N�
OPEN SPACE ESMT. -- o \
SHEET 2) (TYP.) ° o I \
m t
/ ZONING: N�
PLANNED RESIDENTIAL
DEVELOPMENT (PRD), ` ,�,/ ^ &
ENTRANCE CORRIDOR (EC), \\%F��
FLOOD HAZARD OVERLAY (FH) ��� \ 100.41' (TIE) \ F
AND ZMA200700012
gSpyA
#1PgRDRl VE T° CENTERLINE OF %\
w °R NEW 10' PRIVATES
DRAINAGE EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
DE1
S 27'07 48 E
23.39
DE2
S 53'06'05" E
97.82'
DE3
N 48'37'23" E
92.31'
DE4
N 48'37 23 E
32.28
DE5
N 65'30'43" E
37.17'
DE6
S 35'27'27" E
23.13'
DE7
S 32'25 03 -E
12.17
DE8
S 41'22 37 E
8.63
DE9
S 10*52'25" E
63.26'
DE10
DUE SOUTH
163.29'
DE11
N 50'42 30 E
37.33
DE12
DUE EAST
56.67'
DE13
DUE EAST
19.09'
DE14
DUE EAST
175.24
DE15
S 19'59 06 E
39.00
DE16
S 00'00'42" E
19.25'
DE17
S 71'23'41" W
18.95'
DE18
S 84'17 36 W
41.33
DE19
N 34'25'55" W
23.33'
DE20
DUE NORTH
76.17'
DE21
DUE SOUTH
93.11
DE22
DUE EAST
108.77
DE23
S 25'44'37" E
50.95'
DE24
S 2746'38" W
53.11'
DE25
S 2822 42 W
39.00
DE26
S 41 *35'45" W
222.30'
DE27
N 62'13'22" W
36.96'
DE28
N 36'49 54 W
35.33
TAX PARCEL 56-68
BEAVER CREEK HILL
CORPORATION
D.B. 2609 PG. 387
/V 68��
DRAINAGE ESMT.�/W, 982.15,2s%o N4515 24 EFND.(5,598 SQ. FT.)OD �`�� ♦' _ - _- _
BRANCHv p
I ROD
FND.
U Q
50
J
i % O,
��?, S.W.M., FOREST &
TAX PARCEL 56-67A S 74°43'40" E %\ OPEN SPACE ESMT.-
SHEEFLEE, L.L.C. 66.41' (TIE) �� ���� (SEE SHEET 2) (TYP.)
D.B. 3626 PG. 619 I 4i
6.155 AC. rp
CENTERLINE OF
NEW 10' PRIVATE / \
DRAINAGE ESMT.
(7,290 SQ. FT.)
N 87°57'55" E ---DE26------
14.60' (TIE) —— — — — — — — — — —
SO
/ ROD —S 46°55'08" W �/
/ FNDN�jj. 307.72' ROD
TAX PARCEL 56-67B FND.
/ MARTIN SCHULMAN THE STREAM BUFFER(S) SHOWN
D.B. 4341 PG. 677 HEREON SHALL BE MANAGED IN
✓S (9.421 AC.) ACCORDANCE WITH THE
ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE."
EXISTING 100'
ROD STREAM BUFFER
FND.
U
ROD
FND. /
/
V /
/
ROD FND. /
ASPHALT DRIVE
±232' TO THREE NOTCH'D
ROAD; ROUTE 240
/
60 GRAPHIC SCALE
60 120
1 inch = 60 ft.
TAX PARCEL 56-67B
MARTIN SCHULMAN
D.B. 4341 PG. 677
(9.421 AC.)
oe
TOTAL AREA WITHIN
PRIVATE DRAINAGE EASEMENTS
=16,743 SQ. FT.
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GNI JOB NO. ISSUE DATE
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IIIISHEE NUMBER
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