HomeMy WebLinkAboutSUB201900024 Easements 2022-08-17THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRI8ED LAND, ELK
RIGHT-OF-WAY DEDICATION AND EA5EMENTS,IS WITH THE FREE CONSENT DRIVE
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), WINDING
PROPRIETORS,AND/OR TRUSTEES,IF ANY. RIVER 20
�j LANE CLic.No,.002281
�,��}nFREE 20
y l/ (iBRIDGE FONTANA
FOR: PANTOPS, L ►Z�! d riq R✓ FOR: ANTOPS CORNERLC LANE SITE DRIVE (T.M.78-5E) S (T.M.78-5A, 58 & 5BG1)Ma►� Leg f- 250
FOR: FLOW 1269 STORY PyNT, LLC
(T. M. 78-5C)
LI-TFY-/COUNTY OF 1� jk,;., '1AJ6.
STATE OF 119
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS -91 DAY OF 0 cjo1 E Q
2019. BY Ij} ., F] NJ C%dnL1 A � As M4 iaw <Q
FOR: PANTOPS,LC
NOTARY PUBLIC �(au.�teuui aet. #
� MY COMMISSION EXPIRES Q130V/Ah.1.2.
Y I
L G- -TY/COUNTY OF _j t A?J i
STATE OF VA
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS �ql_ DAY OF (Jv.2.
2019- BY y1�1L+�t'� ihCC�oeJA As fn/�J/?aKZ
FOR: PANTOPS CORNER, LC V
NOTARY PUBLIC 2j ut,,N.d24'_ e ftm # I Si�57�
MY COMMISSION EXPIRES �iI30/��p
111111
OL
-.^. 1"rION NO.'
571
'MY COMM.
09/30/20221RES' ;
V/RGR%�t". Z'
� RYulu1111�`
NOTARY SEAL
uunl,r
)LYiV
REGISTRATION NO.';
187571
.MY COMM. EXPIRES, -
09/30/2022 _
O_ 4 RYI P1V `
NOTARY SEAL
CITY/COUNTY OF s ,00... Y Zy"'''•,
STATE OF NL
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED E"`�� "-OAR%'
BEFORE ME T /(
Y OF A%�i+wV
2019. BYbomatof It,�• pU6�� z?
FOR: FLOW f28J STONY POINT, LLC 'QS
NOTARY PUBLIC 1019 1OZ000S�
MY COMMISSION EXPIRES NOTARY SEAL
APPROVED FOR RECORDATION
/1 l . �- I I *fk
HE BOARD OF SUPERVISORS
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.7B-58,5C & 5E ARE ZONED HIGHWAY COMMERCIAL(ENTRANCE CORRIDOR &
STEEP SLOPES (MANAGED)) .
T.M.78-5BG1 IS ZONED HIGHWAY COMMERCIAL(ENTRANCE CORRIDOR,FLOOD
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.
VICINITY MAP
SCALE: 1" - 2000'+/-
0
O
N50'49' 12"E
Q 2TOTAL
0
TIE LINE 3h,
N67'08'5B"E IS
7.88' �T (2018)\ \ i
O v�
9
,rz fin, �S
IS ems.
T (2018)
0�9,
0p S74 °38' 38"E
11.00'
010 -
10
NEW 6'x11'
SIGN
EASEMENT
T.M.78-58G1
F
A ♦```
ry
. ws jTy A!SqFe<F
T . M . 78-5E
kZ .�
N 4g. �9c g "' , N� .\
N72 '25' 28"W
16.08' ` ,(2o1e)
ccgS��� -40s�(c�
T.M.78-BC I-.._.._..
DETAIL - SCALE: 1" = 20'
NOTES:
I. OWNER (S) & ADDRESS:
T.M.78-5A,5B & 58G1: PANTOPS CORNER,LC T.M.78-5C
T.M.78-5E: PANTOPS, LC FLOW 1289 STONY POINT, LLC
12704 CRIMSON COURT,SUITE 101 1425 PLAZA DRIVE
HENRICO, VIRGINIA 23233 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 & 201B.
THE EXTERIOR BOUNDARY DATA SHOWN HEREON FOR T.M.78-5A,5B,5C,5E & 56G1 WAS TAKEN FROM PLATS BY THIS FIRM
RECORDED IN 0.8.5904-164 & 165 AND D.B.5147-228 & 229 AND WAS NOT RESURVEYED THIS DATE.
3. T.M.76-5A IS SUBJECT TO A RETAINING WALL CONSTRUCTION/MAINTENANCE EASEMENT AND ACCESS EASEMENT AGREEMENT
(D.B.4553-473) .
4. T.M.78-5B IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY(D.B.275-92).
5. T.M.7B-5C IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA-WESTERN POWER COMPANY(D.B.1B4-127).
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(O.B.275-92).
7. T.M.78-56G1 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 EASEMENT WITH PUBLIC ACCESS 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.7B-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
NEW VARIABLE WIDTH PRIVATE STREET EASEMENT WITH PUBLIC ACCESSWING ON TAX MAP 78 PARCELS 5A, 56, 5C, 5E AND 58G1,
NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT ON TAX MAP 78 PARCELS 5A AND 58G1,
NEW VARIABLE WIDTH ACSA UTILITY EASEMENT ON TAX MAP 78 PARCELS 5A, 5B, 5C, 5E AND 58G1,
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 58GI
LOCATED ON U.S.ROUTE 250 (RICHMOND ROAD)PARCEL & STATE ROUTE 20(STONY POINT ROAD)
AT PANTOPS
RIVANNA MAGISTERIAL DISTRICT
SCALE: 1" = 50'
ALBEMARLE COUNTY,VIRGINIA
FOR
SHIMP ENGINEERING, P.C.
DATE: MARCH 28, 2019
REVISED: JUNE 17, 2019
REVISED: AUGUST 6,2019
REVISED: AUGUST 27. 2019
REVISED: OCTOBER 23,2019
REVISED: OCTOBER 24.2019
GL
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: , (434) 293-3195
RAYSURVEYING.COM
SHEET 1 OF 2 1419iN
COURSES ALONG EDGE OF NEW VARIABLE WIDTH PRIVATE STREET EASEMENTS
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Al
57°49'54"
19.00
19.18
10.50
18.37
N29.15'36"E
A2
64443'51"
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
N71.48'46"W
A5
23°O9'18"
313.00
126.49
64.12
125.63
S51'13'26"E
A6
16'07'36"
302.50
95.70
48.25
95.30
S30-34'56"E
A7
21'39'11"
24.00
9.07
4.59
9.02
S78'49'45"E
AB
60'40'04"
39.00
41.30
22.82
39.391
S60000'37"W
A9
60'34'10"
79.00
83.51
46.14
79.68
S29'56'26"E
A10
0*39'13"1
302.50
3.45
1.73
3.45
S21'11.34"E
I COURSE ALONG CENTERLINE OF NEW 12'SWM ACCESS EASEMENT
LINE
I DELTA
RADIUS
ARC
TANGENT
I CHORD
CHORD BEARING
SWA11
71'23-49"1
34.001
42.371
24.431
39.68
N36°59'56"W
ICOURSES ALONG EDGE OF NEW VARIABLE WIDTH ACSA UTILITY EASEMENT
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
W1
26°12'49"
264.35
120.94
61.55
119.69
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°24'16"
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
COURSES ALONG EDGE OF NEW VARIABLE WIDTH ACSA UTILITY EASEMENT
LINE
BEARING
DISTANCE
WL1
N00'05'15"W
26.62
W1_2
N89°39'21"W
13.40
W1_3
N00°20'39"E
20.00
W1_4
S89"39'21"E
13.25
W1_5
N00°05'15"W
271.65
WL6
S60'29'55"W
9,60
WL71
N29°30'05"W
20.00
W1_8
N60°29'55"E
10.01
W1_9
N76°56'56"W
122.18
WL10
S43°30'2B"W
87.54
WL11
N58°00'31"W
11.3B
WL12
S76056'56"E
74.32
WL13
N77'45'47"W
12.64
WL14
S55°38'36"E
14.06
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
14.76
WL20
538°24'29"E
55.10
W1_21
S00037'41"E
225.81
W1_22
S89°39'21"E
8.67
WL23
SOO'20'39"WI
20.00
WL24
N89'39'21"W
8.33
WL25
SOO'37'41"El
48.75
A I RADI
'35" 1 22C
COURSES ALONG CENTERLINE OF
NEW 12'SWM ACCESS EASEMENT
LINE
BEARING
DISTANCE
SWA1
N00020'39"E
40.30
SWA2
S89°39'21"E
117.72
SWA3
N01°18'04"W
287.09
COURSES ALONG EDGE OF
NEW VARIABLE WIDTH
PRIVATE STREET EASEMENTS
AL4
N18'47'56"E
7.00
AL5
N72'25'28"W
7.47
AL6
S39°36'46"E
24.28
AL7
SB9'39'21"E
67.60
AL8
SB9'39'21"E
134.38
AL9
NB9°39'21"W
155.34
AL10
S00'20'39"W
303.57
AL11
N00°20'39"E
302.12
AL12
S20°51'58-
59.40
TANGENT
CHORD
CHORD BEARING
N57°02'20"E wLL
1.78' w o o w
N79'43'42"E N79'43'42"E ONF,~-,
33.25' 57.14' �, 1 o z w
IF (2013) �¢m3
IF (2014) _ _jowm
46
121.i4
212.23
S43°35'10"E
95
29.141
57.78
S07°12'07"E
06
81.62
162.97
N26°34'44"E
17
64.63
129. 12
N32 °35'29"E
LINE
I BEARING
DISTANCE
L11
S69'37'44"E
33.96
L2
N58'10'33"E
17.64
L3
S89'35'37"E
21.48
L4
S89°35'37"E
11.40
L5
S89'20'49"E
8.60
L6
S89037'52"E
56.58
L7
S89.35'37"E
160.43
L81
N00°20'39"E
12.82
N5 3"E ?� do
. IF (2013) �Z�m
20.22
//
/
1-.fm¢
oowf
(V
/
t
/ / /
ti
pc�
CL j
F
PO
°0,0.
'
112'�e••
W
NEW 30'
�'op"oi
�si2
_ PUBLIC
r, 1"InAINAGE
VDOT IRON & CAP ; ,'1 Lu z 53'3936�017,{ c6i EASEMENT
FOUND(2015) 02 cud a; 10.20' 1 v HEREBY
TIE LINE �y 6 m O7m 0.97' 1 t DEDICATED
! o '�� TO PUBLIC USE
N38'35'27"E N " {
5.82' ��,i No cmo m v 11 1 SWA11
N82°52'21"E 'I • �'
34. 40' ti v; rn 3l '
O�f W Imo II I
NEW PUBLIC m
m SWM EASEMENT "? 10� I l t
Q�`�` 0p VDOT 0% ml N HEREBY DEDICATED rn L:�o 1 I z ra
y �0 0 o TO PUBLIC USE io� l { oo a
h%� C IRON & CAP i;i o� v Qi o Lm 1 It �I Z_
FOUND (2015) Z I I t ctZxoLD
N69 39 21 W 135.00 oy owa .m
a--------------------------- w o
/ / { Ql1 W-JULD
Lu=m
<aw wzaoj
TOTAL X��mo
WINDING p IS O•;% SEE DETAIL 2; -�-�0 // �'- NEW 12' 1 a�ww
ON SHEET 1 p�'' ' o� ,----- SWM ACCESS I a a~
RIVER 2 (2018) ti /
cn LANE NEW VARIABLE HEREeASo tpENTED
Q4Jtiz� Is ' �2 WIDTH SHARED TO PUBLIC USE
Qo (2018) ,q�� PRIVATE T. M. 78-58G1 I I Ins
S�'o ` \ DRAINAGE EASEMENT II o)
(2.68 ACRES)
Ov, 3j 9g2e' PANTOPS CORNER, LC , w
C:) ;'� �6, WL1 WS \`. \ D.B.4358-684, 688 PLAT a
DO A4`� \ O . \ D. B.5094-164 & 165 PLAT -� o U
\ D.B.1128-25i - - li ~
�4W4 Wq �'�\ �� HWY.P.B.XI-86, 87 & 88 /
IROND&TCAP AL4 c,® Zq°. : D.B.343-389 / I o a a
HWY.P.B.II-125 _ �I) o
o FOUND (2013) a� `� N r; IF h6 .\ • !�� WL16 / / t ¢ a
zo ` / - 0� WCg?f t �`.(2018) �WL15 �9� // ` NEW 20' // // m Im cn�znmr
NEW \o+ p , SHARED PRIVATE / 3 m"f o
" SIGHT�� ��2'p Zg2$ t y� s '� ` // DRAINAGE EASEMENT / `o i^H�oQ
EDISTANCE /
ASEMENT 3� �2160 %�wL17 /� / I �o"m0
COURSES ALONG CENTERLINE SANITARY SEWER 1 �`�` \X1 \\ `�` L19 r / /SWA2 I o 0
OF NEW 20'& 30'SHARED WL11 EASEMENT i `� \ ` WL20
PRIVATE DRAINAGE EASEMENTS P/ (D.B.5147-221, , :NEW VARIABLE '• 9a\ / , a
228 & 229 PLAT) v • A0 A7 a /
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
07
N50°54'50"E
59.16
D8
S49'05'11"W
30.62
D9
N31*55-12"E
57.03
010
N36'34'54"E
27.38
D11
N00020'39"E
29.00
D12
N00'20'39"E
5.00
D13
N24°45'42"E
138.80
D14
S66°42'11"E
28.90
D15
NO3'46'56"E
104.38
D16
NiO'24'59"W
149.91
D17
S79°35'0i"W
11.21
D18
SO4°15'49"W
135.24
LINE
BEARING
DISTANCE
WL26
SB9'53'25"E
11.58
W1_27
S00°09'00"W
19.96
WL28
NB9'53'24"W
11.31
WL29
S00'37'41"E
40.82
WL30
SB9°22'19"W
11.86
W1_31
S00°02'04"E
66.5B
N50 '49' 12"E
o , WIDTH ACSA • �e �� 3 N /
HEREBY UTILITY 6 ` m o / o
EXTINGUISHED In t A10 `� / o t
,�� N'� EASEMENT ��y" \` AL7 1 / / ALe _ _
IRON i o SIGHT DISTANCE ` IS - S - --� _r_
FOUND /" �� '•(2018) r� _. 118.40'` _ 102.72____ IS (2018)
f EASEMENT LINE m
t t S89'39'21"E I I _ 221.12'
(2013) S35'12'29"W cv / /
i 62.14' : -- {N ! T.M.78-5E �� '. ,toy !! I m
/ I LOT E t s t v I - AL9------------
0co
w t (1.10 ACRES) 't / v /�N - ------ N
Lo
T . M . 78-5C t PANTOPS, LC I,
(1.37 ACRES) InI D.8.5147-228 t
FLOW 1289 N t & 229 PLAT ', / . 3' } NEW VARIABLE
STONY POINT, LLC , D.B.2976-576 t �'�!� WIDTH PRIVATE
D.B.5147-228 & 229 PLAT o D.B.405-475 PLAT i ,
V� D.B. 5143-671-676 & 677 PLAT z ( i ; O ' \; i IS ACCESS EASEMENT ,
D.B.4873-577 , 30' 1: r' (2018) I
D.B.4869-721 & 722 PLAT p TEMPORARY I1mp ! t` !
D.8.405-475 PLAT I CONSTRUCTION
EASEMENTI� al '{ I NEW 20'
(0.8.5147-221, I ! SHARED PRIVATE 1
SANITARY SEWER I 228 6 229 PLAT) I :I- I DRAINAGE EASEMENT j
EASEMENT -
(D.B.2B67-81, i � NEW 20 i :Iml
iA SHARED PRIVATE I ! Ir !
D.B.2867-76 m: m mtl i 1 t
& D. B.2870-211, I m, rnw DRAINAGE , ;I `"' ! r j m t w
N2 36.76 6"E I 215 PLAT) �__ t m, co EASEMENT ' '149 o a Is T. M. 78-5A ° I 0
t-r 12-UTILITY i j m
t N89'39'21"W I (2.19 ACRES) t
EASEMENT 65.07'-��-�'t' 18.00' h I I (2018) LOT 6, WILTON
_ - ---- (D.B.405-475) 13 25.41 I I TIE LINE PANTOPS CORNER, LC I o
__ __� -+_ 80 42' I t ! D.B.4358-684, t m
m N01'04'31"E __ _� ,: N39'41'48"W I
N84 -�,,_ t- rn 30.19' S89.39'21"E� 23.31' 688 PLAT
W 195. t 105.83' I i tI
29'23" 85' ^ m m t D.B.5094-164
In m 12.19' i i i� WL22 & 165 PLAT i
T.M.78-5G o I m a� RESIDUE=2.12 ACRESLOT B ,
FLOW 1289 STONY POINT, LLC T.M.78-5F T.M.78-5B I Ini t� rJ
125'VIRGINIA ELECTRIC D.B.4873-577 I LOT A ' (0.58 ACRES) �I 3! tm v; I
& POWER COMPANY 0.8.4869-721 & 722 PLAT PANTOPS,LC I PANTOPS �, --�--- �t - wL24
EASEMENT D.B.1744-646 PLAT D.B. 5143-671, , CORNER,LC a1 ; ,31':1
(D. B.344-323) 676 & 677 PLAT t D. B.5147-228 NEW VARIABLE WIDTH
D.B.2934-476 61) & 229 PLAT I ' In, ACSA UTILITY EASEMENT ;
DENOTES APPROXIMATE LOCATION OF AREA D.B.4869-721 -�� D.B.4358-684, , ! NI,
WITHIN ZONE AE(100 YEAR FLOOD PLAIN) & 722 PLAT ,mot 688 PLAT 1 " 3i1rWL26
ACCORDING THE THE FEMA FLOOD INSURANCE D.B.1996-81 PLAT N D.B.5094-164 i i m a�
RATE MAPS,EFFECTIVE DATE FEBRUARY 4, D.B.405-475 PLAT I & 165 PLAT , col- I,N t
2005(COMMUNITY PANEL 510006 02870). , RESIDUE= I ! L?,0 1!3 I
Wt 0.57 ACRE , mt• �I�
IS DENOTES IRON SET IRON of 6'XE11' i N�m N I�WL28 i
IF DENOTES IRON FOUND FOUND E' SIGN ' A9 3' '
(2013) „ ( EASEMENT I w®30® '
(0000) DENOTES YEAR MONUMENTATION WAS o I
PREVIOUSLY FOUND OR SET BY THIS FIRM. z' I ' ! NEW VARIABLE
APPROXIMATE LOCATION i
UTILITY EASEMENT FOR N00 °20' 39"E I I WIDTH PRIVATE ,
®DENOTES PORTION OF T. M, 78-5A (0.07 ACRE) 9 STREET EASEMENT
AND PORTION OF T.M.78-58 (0.01 ACRE) VEPCO 6 ALBEMARLE COUNTY 11.00' m!IWL4 �
HEREBY DEDICATED TO THE COMMONWEALTH SERVICE AUTHORITY ' TIE LINE 3aWL2 I Im '%9 WITH PUBLIC ACCESS
OF VIRGINIA FOR PUBLIC USE. (D.B.1129-26i & N22°27'33"E t"-20r-'3 `% m
HWY.P.B.X1-89 THRU 93) I 4.67' I i_j L ` I
SCALE: 1" = 50' IRON , itA1 i3 t L5 ti
DATE: MARCH 28, 2019 FOUND - IS Z 3=L4' !- - -L6- -`�- - - - - - - - - -L7 - - - - - - - Is
REVISED: JUNE 17, 2019 _ -�__ 1 IS 0.01AC. m Is 0.07 ACRE
REVISED: AUGUST 6, 2019 N89'38'46"W NAIL N89°3B'46"W 225.97' NAIL
REVISED: AUGUST 27, 2019 S89 °25' 16"W 63.80' SET FOUND
REVISED: OCTOBER 23, 2019 27.07 NAIL (2018) (2013)
REVISED: OCTOBER 24,200 Noo'01'00 E NAIL FOUND U.S.ROUTE 250
FOR 3.45' & CAP (2013) RICHMOND ROAD
SHIMP ENGINEERING, P.C. FOUND N89°36'59"W
(2013) 47.98• VARIABLE WIDTH R/W
ROGER W.RAY & ASSOC.,INC. GRAPHIC SCALE 1"=50' (D.8.1416-492,D.B.1135-622, I
DB
663 BERKMAR COURT HWY.P.B.XII 12i,HWY P B. I9 207THRU 124
CHARLOTTESVILLE,VIRGINIA 22901 & HWY.P.B.II-14)
GL TELEPHONE:RAYSURVE ING COM 3195 0 50 100 150
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