HomeMy WebLinkAboutSUB201900059 Plat - Revision 2019-09-23THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
ELK
RIGHT-OF-WAY DEDICATION AND EASEMENTS,IS WITH THE FREE CONSENT
DRIVE
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S),
WINDING 20
PROPRIETORS, AND/OR TRUSTEES, IF ANY.
RIVER NE
TH0
01��
FOR FOR
EE 20
REVIEW REVIEW
BEE
RIDGE FONTANA
O REVIEW
LANE SITE DRIVE
U
FOR: PANTOPS, LC FOR: PANTOPS CORNER,LC
BRIAN S. RAY
(T . M . 78-5E) (T . M . 78-5A, 5B & 58G 1)
Lic. No. 002281
FOR
REVIEW
250
su
FOR: FLOW 1289 STONY POINT,LLC
(T . M . 78-5C)
VICINITY MAP
SCALE: 1" = 2000'+1-
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2019. BY
FOR: PANTOPS, LC
2�
OJ6 1 oPo
FOR ���� N5247. 81 '
REVIEW TOTAL
5 5io
NOTARY PUBLIC #
MY COMMISSION EXPIRES NOTARY SEAL
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF FOR
2019. BY REVIEW
FOR: PANTOPS CORNER,LC
NOTARY PUBLIC #
MY COMMISSION EXPIRES NOTARY SEAL
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF FOR
2019, BY REVIEW
FOR: FLOW 1289 STONY POINT,LLC
NOTARY PUBLIC #
MY COMMISSION EXPIRES :
APPROVED FOR RECORDATION :
AGENT FOR THE BOARD OF SUPERVISORS DATE
TIE LINE Q)
N67'08'58"E IS
7.88 ' �T (2018)
9
IS `�6'•
T (2018) 1000
F
�S74'38'38"E
TT 11.00'
T.M.78-58G1
91`Fw `.qs
w1TyF s91q
y .3 9928 „ft • • -.Ws
Ws
W�13 AqB�lCT
.46CsFMy
T . M . 78-5E
4 j
cv 4g 12 = o N
N72'25'28"W
16.08 ' (2018) F(Ty4,944
Z46.
NEW 6x11 - FNT
SIGN
EASEMENT T.M.78-5C _ o
q�.
DETAIL - SCALE: 1" = 20'
NOTES:
NOTARY SEAL 1. OWNER (S) & ADDRESS:
T.M.78-5A,58 & 58G1: PANTOPS CORNER,LC
T.M.78-5E: PANTOPS,LC
12704 CRIMSON COURT,SUITE 101
HENRICO, VIRGINIA 23233
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF
THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT
HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE
ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES
ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR
APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH.
ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL
A. T.M.78-5A IS ZONED HIGHWAY COMMERCIAL(ENTRANCE CORRIDOR,
STEEP SLOPES(MANAGED) AND ZMA-2013-00002).
T.M.78-5B,5C & 5E ARE ZONED HIGHWAY COMMERCIAL(ENTRANCE CORRIDOR &
STEEP SLOPES (MANAGED)) .
T.M.78-58G1 IS ZONED HIGHWAY COMMERCIAL(ENTRANCE CORRIDOR,FLOOO
HAZARD OVERLAY,STEEP SLOPES(PRESERVED) & ZMA-2013-00002).
B. THESE PROPERTIES ARE IN THE JURISDICTIONAL AREA FOR WATER & SEWER.
C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,THESE PROPERTIES
DO NOT LIE WITHIN A WATER SUPPLY WATERSHED.
D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,THESE PROPERTIES
DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
GL
T.M.78-5C
FLOW 1289 STONY POINT,LLC
1425 PLAZA DRIVE
WINSTON-SALEM, NC 27103
2. NO FIELD WORK WAS PERFORMED IN PREPARATION OF THIS PLAT.
ALL BOUNDARY DATA SHOWN HEREON IS BASED ON FIELD WORK PERFORMED BY THIS FIRM IN 2013,2014,2015,2016 & 2018.
THE EXTERIOR b3UNDARY DATA SHOWN HEREON FOR T.M.78-5A,5B,5C,5E & 58G1 WAS TAKEN FROM PLATS BY THIS FIRM
RECORDED IN D.B.5904-164 & 165 AND D.B.5147-228 & 229 AND WAS NOT RESURVEYED THIS DATE.
3. T.M.78-5A IS SUBJECT TO A RETAINING WALL CONSTRUCTION/MAINTENANCE EASEMENT AND ACCESS EASEMENT AGREEMENT
(D. B. 4553-473) .
4. T.M.78-58 IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY(D.B.275-92)
5. T.M.76-5C IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA-WESTERN POWER COMPANY(D.B.184-127).
B. AN EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY (D. B. 344-323 & D.B.275-92)
C. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH CO.(D.B.529-471).
6. T.M.78-5E IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY (D. B. 275-92) .
7. T.M.78-58G1 IS SUBJECT TO A RETAINING WALL CONSTRUCTION/MAINTENANCE EASEMENT AND ACCESS EASEMENT AGREEMENT
(D . B . 4553-473) .
8. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.THIS PROPERTY IS SUBJECT TO
ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS AND/OR COVENANTS THAT MAY EXIST.
9. THE NEW VARIABLE WIDTH PRIVATE STREET EASEMENTS SHOWN HEREON SHALL BE OPEN TO PUBLIC ACCESS.
10. THE NEW ACSA EASEMENTS SHOWN HEREON SHALL BE CENTERED ON AS -BUILT LOCATIONS.
RIGHT-OF-WAY DEDICATION
0.07 ACRE,A PORTION OF T.M.78-5A AND 0.01 ACRE,A PORTION OF T.M.78-5B
HEREBY DEDICATED TO THE COMMONWEALTH OF VIRGINIA FOR PUBLIC USE
AND
EASEMENT PLAT SHOWING
NEW VARIABLE WIDTH PRIVATE STREET EASEMENT WITH PUBLIC ACCESS ON TAX MAP 78 PARCELS 5A, 5B, 5C, 5E AND 5BG1,
NEW VARIABLE WIDTH ACSA UTILITY EASEMENT ON TAX MAP 78 PARCELS 5A, 5B, 5C, 5E AND 5BG1,
NEW 20'SHARED PRIVATE DRAINAGE EASEMENT ON TAX MAP 78 PARCELS 5A, 5B, 5E AND 58G1,
NEW 6'X 11'SIGN EASEMENTS ON TAX MAP 78 PARCELS 5B AND 5E,
NEW SIGHT DISTANCE EASEMENT ON TAX MAP 78 PARCEL 5C
ALSO
NEW VARIABLE WIDTH SHARED PRIVATE DRAINAGE EASEMENT,
NEW 30'PUBLIC DRAINAGE EASEMENT,
NEW PUBLIC SWM EASEMENT AND
NEW 12'SWM ACCESS EASEMENT
ON TAX MAP 78 PARCEL 58G1
LOCATED ON U.S.ROUTE 250(RICHMOND ROAD) & STATE ROUTE 20(STONY POINT ROAD)
AT PANTOPS
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY.VIRGINIA
SCALE: 1" = 50'
FOR
SHIMP ENGINEERING, P.C.
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
DATE: MARCH 28, 2019
REVISED: JUNE 17, 2019
REVISED: AUGUST 6,2019
SHEET 1 OF 2 14191N
LINE
BEARING
DISTANCE
D1
N00'20'44"E
121.64
D2
N44°41'51"W
44.05
D3
N26°05'36"E
74.05
D4
N41°29'25"W
99.30
D5
N39°51'26"W
49.28
D6
N30°19'44"W
71.90
D7
N50°54'50"E
59.16
D8
S49°05'11"W
30.82
D9
N31°55'12"E
57.03
D10
N36°34'54"E
27.38
Dlil
N00°20'39"E
29.00
D12
N00°20'39"E
5.00
D13
N24°45'42"E
138.80
D14
S86°42'11"E
28.90
D15
NO3'46'58"E
104.38
D16
N10°24'59"W
149.91
D17
S79-35'01"Wl
11.21
D18
SO4*15'49"WI
135.24
UUHSES ALONG EDGE OF NEW VARIABLE WIDTH PRIVATE ROAD ACCESS ESMT
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Al
57'49'54"
19.00
19.1E
10.50
18.37
N29°15'36"E
A2
64°43'51"
254.50
287.53
161.30
272.48
N32°01'17"W
A3
6°48'51"
254.50
30.27
15.15
30.25
N67'47'39"W
A4
1*13'24"
261.50
5.58
2.79
5.58
N71°46'46"W
A5
23°09'18"
313.00
126.49
64.12
125.63
S51°13'26"E
A6
18°07'36"
302.50
95.70
48.25
95.30
S30'34'58"E
A7
21*39'11"
24.00
9.07
4.59
9.02
S78'49'45"E
A81
60-40-04"1
39.001
41.301
22.82
39.39
S60'00'37"W
1. A91
60-34-10"
79.00
_83.5il
46.14
79.68
S29°56'26"E
COURSE ALONG CENTERLINE OF NEW 12'SWM ACCESS FASFMFNT
LINE
I DELTA
I RADIUS
I ARC
I TANGENT
I CHORD
I CHORD BEARING
A10
71'23-49"j
34.001
42.371
24.43
39.68
N36°59'58"W
COURSES ALONG EDGE OF NEW VARIABLE WIDTH ACSA UTILITY FASFMFNT
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
W1
26*12'49"
264.35
120.94
61.55
119.89
N13°02'16"W
W2
18°07'21"
264.35
83.61
42.16
83.27
N39°32'33"W
W3
1'39'25"
1392.40
40.27
20.13
40.26
N34°25'14"E
W4
15*17'19"
205.54
54.85
27.59
54.68
N65°51'02"W
W5
16*24'18"
225.54
64.58
32.51
64.36
N64°51'56"W
W6
5°44'50"
284.35
28.52
14.27
28.51
S52°30'45"E
LINE
Cl
C2
I DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
N57 °02' 20"E ww
1.78 ' woo w
N79 °43' 42"E N79 °43' 42"E ,, ON
57.14' �.� �ozm
33.26'
IF(2014) .,��-�"" IF (2013) Hao3
.. J O UJ
57.40 ' 35 "
220.00
221.46
121.14
212.23
S43 °35 ' 10 " E
15'05' 31"
220.00
57.95
29.14
57. 78
S07 °12' 07"E
C3
C4
6°42'35"
1392.40
163.06
81.62
162.97
N26°34'44"E
5'18'54"
1392.40
129.17
64,63
129.12
N32°35'29"E
COURSES ALONG CENTERLINE OF
NEW 12'SWM ACCESS EASEMENT
LINEI
BEARING
DISTANCE
L1
S89°37'44"E
33.96
L2
N58°10'33"E
17.64
L3
S89'35'37"E
21.48
L4
S89°35'37"E
11.40
L51
S89°20'49"E
8.60
L6
S89°37'52"E
56.58
L7
S69'35'37"E
160.43
18
N00°20'39"E
12.82
N54 °58' 43"E-�� o /
'
z=H
I F co
20.22 / p'' /
:...:..� (2013) t_ z
.'s ign xa�a
0 /0-
¢ z w
Lu
�o
seas
^0i /
Sol.
1 _ d
s�' ° 11.1j,e"W
/ ••� � I 2 2q •' �
NEW 30 '
_ PUBLIC
,' 0 w w S3 z - I o1 DRAINAGE
VDOT IRON & CAP ,'1 a• 39, F' p17 1 m EASEMENT
FOUND (2015) •O 2� No cu �� �I
10.20' 1 HEREBY
TIE LNE°6° mL9 U�+ DEDICATED
N38 35ID
27"E .� rnN �'� 0 97 I , 11 ' TO PUBLIC USE
5.82 , co m m 1 g0 A10 N82 °52 ' 21 "E i ' cn v
1 1
+ � � 34.40' 7L _ vim � �31 1
Kolb (1 ti�°'' ui NEW PUBLIC m:cn- 1
' ,j. .�titi Q�mo
m SWM EASEMENT 'r' i o 0 1 i
COURSES ALONG EDGE OF NEW VARIABLE WIDTH ACSA UTILITY EASEMENT Q� }�0 Q�' VDOT °�O �'� mi o HEREBY DEDICATED m':"o 1 I z ca
LINE
BEARING
DISTANCE
WL1
N00°05'15"W
26.62
WL2
N89°39'21"W
13.40
WL3
N00°20'39"E
20.00
WL4
S89°39'21"E
13.25
WL5
N00 °05' 15"W
271.55
WL6
S60°29'55"W
9.60
WL7
N29°30'05"W
20.00
WL8
N60°29'55"E
10.01
WL9
N76 °56' 56"W
122.18
WL10
S43'30'28"W
87.54
WL11
N58°00'31"W
11.38
WL12
S76°56'56"E
74.32
WL13
N77°45'47"W
12.64
WL14
S55°36'36"E
14.08
WL15
S76°57'09"E
23.62
WL16
S38°24'29"E
62.71
WL17
N51°48'56"E
14.86
WL18
S38°11'04"E
20.00
WL19
S51°48'56"W
14.78
WL20
S38 °24' 29"E
55.10
WL21
S00°37'41"E
225.81
WL22
S89°39'21"E
6.67
WL23
S00°20'39"W
20.00
WL24
N89°39'21"W
8.33
WL25
S00'37'41"E
48.75
LINE
BEARING
DISTANCE
WL26
S89 °53' 25"E
11.58
WL27
S00°09'00"W
19.96
WL28
N89°53'24"W
11.31
WL29
S00°37'41"E
40.82
WL30
589°22'19"W
11.86
WL31
Soo°02'04"E
66.58
LINE
BEARING
DISTANCE
AL1
N00°20'39"E
40.30
AL2
S89°39'21"E
117.72
AL3
N01°18'04"W
287.09
AL4
N18°47'56"E
7.00
AL5
N72°25'28"W
7.47
AL6
S39°36'46"E
24.28
AL7
S89°39'21"E
67.80
AL8
S89°39'21"E
134.38
AL9
N89°39'21"W
155.34
AL10
S00°20'39"W
303.57
AL11
N00°20'39"E
302.12
N p Q' O <o � p o N TO PUBLIC USE o �l 1 o a
!` �Q�J �°2 IRON & FOUND 20 5P Pa '� tiro, �'S. v ova o �cn 1 1� F�Z>
'�,yh• _ ' zmo
a�ow�
N89
------- 1 Q,� www�-'co
JQ'ti20�®2 N50 °49' 12"E 247.81'__-_____- 1 E-ai--=rn
0 Q' uj
TOTAL ��/ - ----- m a<0D
-- p. i / �P 1 xO�HWp
WINDING p IS SEE DETAIL-�,� // ___ _- ------ NEW 12' I ( a�ww
RIVER T O (2018) ON SHEET 1 o, �- SWM ACCESS a a~
�; LANE ,��
o� ,�--�-� �s,
/
EASEMENT
'
/
NEW VARIABLE
HEREBY DEDICATEDcj
TO
I
q S_�
`;'(2018)
IS
�Z �'
�Sq�e
WIDTH SHARED
PUBLIC USE
a QO
>
o �9,
,
PRIVATE
DRAINAGE EASEMENT
T. M. 78-58G1
I o
f
O
r
IV.
3� 2g •�►
99,
(2.68 ACRES)
1
ob
Ws �`.
WL 1 �'` `�
A4 �'� O
D
PANTOPS CORNER, LC
D . B. 4358-684, 688 PLAT I
B 5094-164 & 165 PLAT
J
D. B. 1126-251
VDOT .,�'�� AL WL.1.W4 h•< l`�� �� D14 II J
HWY.P.B.XI-86,87 & 88 /
¢ IRON &CAP �`3 p • AL4 -=�lQ q , D. B. 343-389 / I o o ►-
Z FOUND (2013) Q' `°�, ' _ �v 1 +�; , IF �'6 �� WL 16 i� HWY . P . B . I I-125 / I I °' o
10 ¢ a
o �`.(2018) 0�115� \y �i NEW 20' / //� �,� 1 "' 000m
CD
Lo
0 NEW �--- do ,2�;29 e �' Q `\ os; .� , o� x SHARED PRIVATE / / Q 1 H o IT
SIGHT �2 2 + DRAINAGE EASEMENT / 1 �3Uo,v
DISTANCE �� �2260� I .��ae `�' WL17
EASEMENT/
COURSES ALONG CENTERLINE SANITARY SEWER �`� �y� �9 ``�'�� WL19
OF NEW 20'& 30'SHARED ' WL11 EASEMENT `� AL2 I o 0
PRIVATE DRAINAGE EASEMENTS GD/ (D. B. 5147-221, ! _ i !NEW VARIABLE `� \ , q6,� WL20 '-- / i J
z 228 & 229 PLAT) o I ; WIDTH ACSA 9�` .-°B a0 A7 / / x
0 ^ SIGHT DISTANCE I a o
ti ^' EASEMENT LINE ca 1 UTILITY �6 r. o // / o
IRON ��%S35'12'29"W N'� EASEMENT -''R �; AL7/ / ALB _ Q1
FOUND f " " 62. 14' I� '� IS --5---
cn '•\(2018) �- ° IS (2018)
(2013) N T. , M. , 78-5E ��` '� � S89 39 ' 21 E 1 I 221. 12 ' -- _o
T. M. 78-5C ni° i/ 1 o I m 1
0.37 ACRES) % 'IV-, / -{+
LOT E
w+ (1.10 ACRES) c� - - - - - - -- -------------NI
I FLOW 1289 � / /�� � AL9 I
® STONY POINT, LLC m 1 PANTOPS, LC / / , � �•'�
in D.B.5147-228 .3
D.B.5147-228 P
s & 229 PLAT N I & 229 PLAT ; /n. NEW VARIABLE
D.B. 5143-671- 1 D. B. 2976-576 0 ' i WIDTH PRIVATE
676 & 677 PLAT o D.B.405-475 PLAT
D.8.4873-577 z � '�� IS STREET EASEMENT
D.B. 4869-721 ' 30 I�°�° '` i TEMPORARY (2018) WITH PUBLIC ACCESS I
I � � !
& 722 PLAT I CONSTRUCTIONit +
R D . B . 405-475 PLAT EASEMENT I ¢ m 1 = NEW 20 ' '
21 (D. B. 5147-221,
0 ' PERMANENT 1 I 1 SHARED PRIVATE I
3 228 & 229 PLAT) 1 � 1
e SANITARY SEWER I � +
EASEMENT mDRAINAGE EASEMENT
!
(D . B .2867-81, ! m SHAREDW PR� D. B.2867-76 VATE I ;, ' I I
0 -1 ' . '& D.B.2870-211, DRAINAGE o w1 o,n
N23°14'06"E 215 PLAT) ----------------- EASEMENT 1 149 coz 36.76� 00
1 I'1
T . M . 78-5Al2UTILITY
m'21"�(2018) LOT 6, WILTONEASEMENT N89°318.00' (2.19 ACRES)
-475) 65.07
(D.B.405 25.41
I , I I TIE LINE
PANTOPS CORNER, LC ( o
- - c�� N01 04' 31 "E __ 80_42 °_.6 N39 °41 ' 48"W O.B. 4358-684, 1 m
N84 °29 ' 23 "W 30. 19 ' S89 °39 ' 21 " E i '; 23.31 ' 688 PLAT
195'
.85' r,w
m 105.83' 'I �� D.B.5094-164 I
/ T.M.78-5G U-) 12.19' i i WL22 & 165 PLAT
LOT B icon I 1 (M ep RESIDUE=2.12 ACRES
FLOW 1289 STONY POINT, LLC T . M . 78-5F T • M . 78-5B i m! '
125 ' VIRGINIA ELECTRIC + i -ij 1 �
& POWER COMPANY D.B.4873-577 LOT A (0.58 ACRES)
EASEMENT D . B .4869-721 & 722 PLAT PANTOPS, LC I PANTOPS J1 !--I --+ WL24 '
(D.B.344-323) D.B.1744-646 PLAT D.B. 5143-671, CORNER,LC a� , �31' i I
676 & 677 PLAT D. B. 5147-228 + NEW VARIABLE WIDTH
D. B. 2934-476 I & 229 PLAT j ACSA UTILITY EASEMENT '
oor
DENOTES APPROXIMATE LOCATION OF AREA D.B.4869-721 D.B.4358-684, ! cmv,� '
WITHIN ZONE AE (100 YEAR FLOOD PLAIN) & 722 PLAT 688 PLAT j 3 3i WL26
ACCORDING THE THE FEMA FLOOD INSURANCE D.B.1996-81 PLAT cu D.B.5094-164 i i_ m °-I- 1
RATE MAPS,EFFECTIVE DATE FEBRUARY 4, D.B.405-475 PLAT �'( & 165 PLAT , ml- i;N
2005 (COMMUNITY PANEL 510006 0287D) . RESIDUE= ! In o J I
w 1 0.57 ACRE ml N o--i o3
fU o
IS DENOTES IRON SET om I , NEW i i Nl cn cy):; i WL28IRON
i
IF DENOTES IRON FOUND FOUND o' 6 SIGN A91
(0000) DENOTES YEAR MONUMENTATION WAS (2013) o I EASEMENT iWQ30o ¢ +
PREVIOUSLY FOUND OR SET BY THIS FIRM. APPROXIMATE LOCATION z + ' ! , NEW VARIABLE
®DENOTES PORTION OF T. M. 78-5A (0.07 ACRE) UTILITY EASEMENT FOR N00 '20' 39"E i I ' e WIDTH PRIVATE '
AND PORTION OF T . M . 78-5B (0.01 ACRE) VEPCO & ALBEMARLE COUNTY 11.00 ' mq W(_4 ' e STREET EASEMENT
HEREBY DEDICATED TO THE COMMONWEALTH SERVICE AUTHORITY 1 TIE LINE �WL2 i ! J ��v� WITH PUBLIC ACCESS n,
OF VIRGINIA FOR PUBLIC USE. (D.B.1129-261 & 20
FOR HWY . P . B . X 1-89 THRU 93) I N224IRGN. 67 ' 1 -0i" cmu
REVIEW FUND ; ;�A1, I
- - - IS 3 -L4° �- L5-L6-`� - - - ------L7---------1
SCALE: 1" = 50' (2013) _ L1 ISM-10.01AC. m IS 0.07 ACRE IS
1-1 N89°38'46"W NAIL N89°38'46"W 225.97'
DATE: MARCH 28, 2019 S89 °25' 16"W 63.80' SET FNAIL
OUND REVISED: JUNE 17, 2019 27.07' NAIL (2o T FOUND
REVISED: AUGUST 6, 2019 (2013)
Noo °01'00"E NAIL FOUND U.S. ROUTE 250
FOR 3.45' & CAP (2013)
SHIMP ENGINEERING,P.C. FOUND N89°36'59"W RICHMOND ROAD
(2013) 17.96' VARIABLE WIDTH R/W
ROGER W.RAY & ASSOC.,INC. GRAPHIC SCALE 1"=50' (D.B.1416-492,D.B.1135-622.
D.B.341-591,D.B.229-567,
663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 &HWY.P.B.II-14) HWY.P.B.XII-121,HWY. P.B.XI-120 THRU 124
TELEPHONE: (434) 293-3195
GL RAYSURVEYING. COM 0 50 100 150 SHEET 2 OF 2 14191N