HomeMy WebLinkAboutSUB202000113 Plat - Other (not approved) 2020-07-30THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,REVISED LOT A
AND REVISED LOT B, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNER(S),PROPRIETORS,AND/OR TRUSTEES,IF ANY.
FOR
REVIEW
FOR: JPA TOWER INVESTORS,LLC
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF
2020 .BY
FOR: JPA TOWER INVESTORS,LLC
NOTES:
1. OWNERS, ADDRESS & LEGAL REFERENCES:
T.M.60-25A & T.M.60-25B
JPA TOWER INVESTORS,LLC
P.O. BOX 5509
CHARLOTTESVILLE,VIRGINIA 22905
D.B.5268-449, D.B.1490-462 PLAT & D.B.296-432 PLAT.
2. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT:
T.M.60-25A = 3.89 ACRES
T.M.60-25B = 1.71 ACRES
3. THE BOUNDARY DATA SHOWN HEREON FOR THE NEW DIVISION LINE BETWEEN REVISED LOT A AND REVISED LOT B
IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY
THIS FIRM,LAST DATED AUGUST 23,2019,AND WAS NOT RESURVEYED THIS DATE.
(2019) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM.
4. NO CURRENT TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THESE PROPERTIES ARE SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES,EASEMENTS AND/OR COVENANTS
THAT MAY EXIST.
5. A 60'R/W FOR FORMER STATE ROUTE 754 IS SHOWN ON A PLAT RECORDED IN D.B.296-432.
I WAS UNABLE TO FIND A DEED TO VERIFY THIS R/W.
FOR
THE
LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY
PLACING
NOTARY PUBLIC # REVIEW
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
MY COMMISSION EXPIRES NOTARY SEAL
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.60-25A AND T.M.60-25B ARE ZONED Cl COMMERCIAL(AIRPORT IMPACT, ENTRANCE CORRIDOR
&
STEEP SLOPES(MANAGED)).
B.
ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,REVISED LOT A & REVISED
LOT B,EACH
CONTAIN
A BUILDING
SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
APPROVED FOR RECORDATION
C.
ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES DO NOT
LIE WITHIN
A WATER
SUPPLY
FOR
WATERSHED.
REVIEW
D.
ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THESE PROPERTIES DO NOT
LIE WITHIN
AN AG -FORESTAL
DISTRICT.
E.
THESE PARCELS ARE WITHIN THE JURISDICTIONAL AREA FOR WATER AND SEWER.
AGENT FOR THE BOARD OF SUPERVISORS
DATE
VICINITY MAP - SCALE: 1"= 1000'+/-
855
FAULCONER
9 601 DRIVE 0J
D
Tno <9GOA�LRDTHSITEROAD 250IVY
ROAD
29
29 BYPASS 250
EXPRESSWAY IVY
ROAD
601
OLD
IVY
ROAD
GL
BOUNDARY LINE ADJUSTMENT PLAT
REVISED LOT A AND REVISED LOT B
DESIGNATED AS PARCELS 25A AND 25B ON TAX MAP 60
THE PROPERTIES OF JPA TOWER INVESTORS,LLC
LOCATED ON U.S. ROUTE 250 (IVY ROAD),
AND CSX TRANSPORTATION, INC. (RAILWAY)
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1"= 100' DATE: MAY 22.2020
REVISED: JULY 17, 2020
FOR:
JPA TOWER INVESTORS,LLC
ROGER W.RAY & ASSOC-INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 1 OF 2 1053OF
TEMP.CONSTR.ESMT.TO
WHITE GABLES-CHARLOTTESVILLE,L.0
(D. B.2706-178)
IRON `
FOUND-
(2019)
20'
SANITARY
SEWER ESMT.TO
ALBEMARLE COUNTY
SERVICE AUTHORITY
(D. B.2706-178)
N
RWSA PERMANENT
WATERLINE EASEMENT
(D. B.5313-415, 422 & 423 PLAT)
\ \`` 26
RWSA TEMPORARY
CONSTRUCTION EASEMENT
(D.B.5313-415, 422 & 423 PLAT)
30'SEWER EASEMENT TO
RIVANNA WATER AND SEWER AUTHORITY
(D.B.593-334, 337 PLAT)
COURSES ALONG NEW VARIABLE
WIDTH PRIVATE DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
D15
S27°40'18"W
10.49
D16
S27°40'18"W
71.86
D17
N04°37'34"W
96.54
D18
S63°09'11"E
28.67
D19
S63°09'11"E
22.92
D201
S26°50'49"W
14.95
D21
N68°41'40"W
7.99
D22
N09°12'08"E
14.46
D23
N27°41'11"E
12.59
D24
N72°13'35"E
15.14
D25
S79°04'03"E
16.49
D26
S00°01'03"E
7.79
D27
S71°00'35"W
20.83
D281
S68°31'27"W
5.25
D29
S38°57'07"W
5.00
D30
N63°09'11"W
79.29
D31
N12°15'24"W
25.53
D32
N01°40'00"W
45.50
D33
N53°08'00"E
6.58
D34
S36°52'00"E
123.60
D35
S38°57'07"W
5.00
D36
N51°02'53"W
5.60
D37
N63°09'36"W
25.13
D38
S12°58'42"W
33.12
D39
S63°13'48"E
17.20
T.M.60-25
VIRGINIA ELECTRIC
& POWER
COMPANY EASEMENT
(D.B.262-464) GRAPHIC SCALE 1"=100'
IRON
-SET
(2019) 0 100 200 300
�� cSk TA
8
\
--
� D30 -'
57
D 11
\\ so ira L vi
p Di
o -_
\ D37�
\ C6 i
n
\\ gym.,
` c
o�
\
\ D3!
NEW 20'
\
PRIVATE
\
DRAINAGE
EASEMENT
�•\
NEW 20'
PUBLIC
UTILITY
EASEMENT _
IRON
FOUND
(2019)
COURSES ALONG CENTERLINE OF
NEW 8'PRIVATE DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
D40
S26°50'31"W
110.53
D411
S26°50'31"W
49.57
D421
S26°50'31"W
29.72
COURSE ALONG CENTERLINE OF
NEW 20'PRIVATE DRAINAGE EASEMENT
LINE
I BEARING
DISTANCE
D431
N58°42'26"E
108.09
EASEMENT
FOR BUILDING
ENCROACHMENT
(D. B.3919-265)
EXISTING
BOUNDARY
LINE HEREBY
rvc EXTINGUISHED
\ • S17°21'15"W 291.53'
14
08 �' a
--------1---07-------
19.2'
c} 294.2
T.M.60-25A
REVISED
/ LOT A
"4.80 ACRES
1 STORY
BRICK
U3
p D):
U2
1 �.
L3
(2019)
1-STY
;BLOCK
D5
o ;
o �
A
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
C1
6°45'26"
1950.00
229.97
115.12
229.84
N60'19'51"W
C2
4°37'26"
1950.00
157.37
78.73
157.32
N66'01'16"W
C3
0°42'50"
1950.00
24.30
12.15
24.29
N68'41'24"W
C4
2°09'11"
1950.00
73.27
36.64
73.27
N70'07'25"W
C5
4°00'01"
2962.75
206.85
103.47
206.81
S38'52'00"E
C6
102°52'49"
2.20
3.95
2.76
3.44
S73'25'21"W
C7
9°00'15"
97.321
15.291
7.661
15.28
S17°28'50"W
COURSES ALONG CENTERLINE OF
NEW 20'PUBLIC UTILITY EASEMENT
LINE
BEARING
DISTANCE
U1
N18'45'31"E
14.50
U2
N24'20'41"W
30.82
U3
N71'11'09"W
16.93
COURSES ALONG EDGE OF
NEW VARIABLE WIDTH
PUBLIC UTILITY EASEMENT
LINE
I BEARING
IDISTANCE
U41
N22'29'38"El
77.64
U5
K]23'46'54"El
70.45
MAG
�1\� NAIL
.60•\ SET
3 �Q6 CF
1 STORY vm z
BRICK to
`.\ Oc Tq
N z
En ri.0'
I �9\' T . M . 60-25B\,
42.3' 1.0' REVISED LOT B '\
0.80 ACRES
MAG C2
L5 L4 / NAIL
N71°16'00'W 19IRON J SET
FOUND (2019)
NEW (2019) WATER LINE &
VARIABLE WIDTH NEW 20'& APPURT.ESMT.T0
PUBLIC VARIABLE WIDTH ALBEMARLE COUNTY
UTILITY EASEMENT PRIVATE DRAINAGE SERVICE AUTHORITY
EASEMENT (D.B.1560-435)
U.S. ROUTE 250 (IVY ROAD)
SHOWN AS 80'WIDE ON PLAT IN D.B.296-432
LINE
BEARING
DISTANCE
L1
N71°16'00"W
40.85
L2
N71°16'00"W
42.10
L3
N71°16'00"W
66.52
L4
N71°16'00"W
35.46
L5
N71°16'00"W
12.77
GL
COURSES ALONG CENTERLINE OF
NEW 20'& VARIABLE WIDTH
PRIVATE DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
D1
N20°57'11"E
91.56
D2
N87°24'38"W
84.84
D3
S29°09'41"W
63.53
D4
N15°22'32"E
71.22
D5
N67°14'00"W
23.20
D6
N22°29'20"E
114.92
D7
N62-29'51"Wl
134.58
COURSES ALONG CENTERLINE OF
NEW 10'PRIVATE DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
DB
N63°20'06"W
76.42
D9
S57°29'42"W
8.37
D10
N63°10'14"W
0.98
D11
N63°10'14"W
67.17
D1
NO3°42'15"W
197.85
D132
N32°03'14"E
53.80
D141
N51°02-53-W
92.20
IRON
FOUND
AT 56.22'
(2019)
MAG
__ FORMER ROUTE 754
SE NAIL
1 A6 �''TN69-07'00"W
`� STAT (60' RIW)
1 STORY NAIL
BRICK, SET BLOCK & (2019)
FRAME 128.09'
10'WIDE NO BUILD ZONE FOR FIRE
SEPARATION REQUIREMENTS ONLY
SCALE: 1" = 100'
DATE: MAY 22, 2020
REVISED: JULY 17, 2020
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM SHEET 2 OF 2 10530F