HomeMy WebLinkAboutSUB202100015 Plat - Revision 2021-03-01THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND
(NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT,
NEW 10'& 20'PUBLIC UTILITY EASEMENTS,
NEW 20'PUBLIC DRAINAGE EASEMENT,
NEW 20'PRIVATE DRAINAGE EASEMENT,
NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS AND
NEW VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT)
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
2021 . BY
FOR: JPA TOWER INVESTORS,LLC
NOTARY PUBLIC #
MY COMMISSION EXPIRES
APPROVED FOR RECORDATION FOR
REVIEW
AGENT FOR THE BOARD OF SUPERVISORS
FOR
REVIEW
BRIAN S. RAY
Lic. No. 002281
FOR
REVIEW
NOTARY SEAL
DATE
VICINITY MAP — SCALE: 1"= 2000'+/-
601
OLD
GARTH
ROAD
SITE
IVY
ROAD
29 BYPASS
EXPRESSWAY
NOTES:
1. OWNERS, ADDRESS & LEGAL REFERENCES:
T.M.60-25A (REVISED LOT A, 4.BO ACRES)
JPA TOWER INVESTORS,LLC
P.O. BOX 5509, CHARLOTTESVILLE,VIRGINIA 22905
D.B.5427-220 & 221 PLAT, D.B.5268-449, D.B.1490-462 PLAT & D.B.296-432 PLAT.
2. NO FIELD WORK WAS PERFORMED IN PREPARATION OF THIS PLAT. ALL BOUNDARY DATA SHOWN HEREON WAS CALCULATED
BASED ON A PLAT BY THIS FIRM,LAST DATED AUGUST 23,2019,AND WAS NOT RESURVEYED THIS DATE.
(2019) & (2020) DENOTES YEAR MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM.
3. THIS PROPERTY IS SUBJECT TO AN AGREEMENT TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER
TECHNIQUES (D. B.5401-694) .
4. NO CURRENT 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.
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.60-25A IS ZONED Cl COMMERCIAL(AIRPORT IMPACT, ENTRANCE CORRIDOR & STEEP SLOPES(MANAGED)).
B. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY
WATERSHED.
C. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA,THIS PROPERTY DOES NOT LIE WITHIN AN AG —FORESTAL
DISTRICT.
D. THIS PROPERTY IS WITHIN THE JURISDICTIONAL AREA FOR WATER AND SEWER.
EASEMENT PLAT
SHOWING NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT,
NEW 10'& 20'PUBLIC UTILITY EASEMENTS,
NEW 20'PUBLIC DRAINAGE EASEMENT,
NEW 20'PRIVATE DRAINAGE EASEMENT,
NEW VARIABLE WIDTH PRIVATE DRAINAGE EASEMENTS
AND
NEW VARIABLE WIDTH PUBLIC SWM FACILITY & ACCESS EASEMENT
ON T.M.60-25A(REVISED LOT A)
THE PROPERTY OF JPA TOWER INVESTORS,LLC
855 LOCATED ON U.S. ROUTE 250 (IVY ROAD)
FAULCONER AND CSX TRANSPORTATION, INC. (RAILWAY)
DRIVE SAMUEL MILLER MAGISTERIAL DISTRICT
/QP55 ALBEMARLE COUNTY, VIRGINIA
?j 2� SCALE: 1"= 100' DATE: JANUARY
REVISED: FEBRUARY
cu 601 FOR:
JPA TOWER INVESTORS,LLC
29 OLD
\ ROAD ROGER W.RAY & ASSOC.,INC.
250 663 BERKMAR COURT
CHTELEPHONE:OLLR
IVY (434)293 319901
5
ROAD GL RAYSURVEYING.COM
22, 2021
24, 2021
SHEET 1 OF 3 1053OG
TEMP.CONSTR.ESMT.TO
WHITE GABLES-CHARLOTTESVILLE,L.0
(D. B.2706-178)
IRON
FOUND
(2019)
20'SANITARYSEWER ESMT.TO ,�\)
ALBEMARLE COUNTY SERVICE
AUTHORITY(D.B.2706-178) \
RWSA PERMANENT `
WATERLINE EASEMENT
(D. B.5313-415, 422 & 423 PLAT) \
NEW VARIABLE WIDTH\\ Ttl
PRIVATE DRAINAGE EASEMENT
(SEE SHEET 3) \
NEW VARIABLE WIDTH ` \
PUBLIC SWM FACILITY \
& ACCESS EASEMENT
(SEE SHEET 3)
RWSA TEMPORARY
CONSTRUCTION EASEMENT
VIRGINIA ELECTRIC
& POWER
COMPANY EASEMENT
(D. B.262-464)
IRON CENTERLINE
SET NEW 20'
(2019) PRIVATE
C
DRAINAGE
EASEMENT
\`s� r9q N3 28 30 9E 1
�S es
DILo
(D. B.5313-415, 422 & 423 PLAT) \
30'SEWER EASEMENT TO \
RIVANNA WATER AND SEWER AUTHORITY \
(D. B. 593-334, 337 PLAT) �\\
N01°17'00"W \
T.M.60-25 603.37' `\
NEW VARIABLE WIDTH
PRIVATE DRAINAGE EASEMENT
(SEE SHEET 3)
NEW VARIABLE WIDTH
PRIVATE ACCESS EASEMENT
COURSES ALONG CENTERLINE OF
NEW 20'PUBLIC DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
D1
N32°44'48"W
49.53
D2
N55°46'47"W
170.31
D3
N21°55'43"E
218.88
D4
N62°21'01"W
85.71
D5
N27°34'58"E
29.13
D6
N27°34'58"E
5.10
D7
N27°34'58"E
19.47
D81
N31°55'29"E
10.73
D91
S34°55'14"W
63.83
GRAPHIC SCALE 1,,=100'
0 100 200
GL
NEW 20'PUBLIC
DRAINAGE
EASEMENT
(D1 THRU D9)
f
10 Fsi,
1 STORY
�, i BRICK
NO1°17'00"W T`
28.58'
L8 -
N01°17'00"W
48.12'
IRON
FOUND
(2019)
C5
T.M.60-25A
REVISED
LOT A
4.80 ACRES
MAG
NAIL
yTF9 (2020)
3
1 STORY
m-
BRICK
vLo
to
m ui
m
+
NCu
En
°' f
I
I
m
Ui
COURSES ALONG NEW VARIABLE WIDTH PRIVATE ACCESS EASEMENT
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Al
85*18'10"
25.02
37.24
23.04
33.90
N25°06'21"W
A2
20°24'11"
120.86
43.05
21.75
42.82
N78°05'57"W
A3
12*22'34"
221.56
47.86
24.02
47.77
N79°23'46"W
A4
8°07'07"
299.99
42.51
21.29
42.47
N67°12'27"W
A5
9°06'15"
196.23
31.18
15.62
31.15
S67°46'38"E
A6
15*41'27"
188.99
51.76
26.04
51.60
S79°00'39"E
A71
20*53'31"
128.93
47.01
23.771
46.75
S78°11'42"E
A81
13*28'39"1
178.261
41.94
21.071
41.84
S58°09'22"E
A9
73°03'17"
35.00
44.63
25.92
41.66
S14°53'24"E
L3 I C3J NAIL NAIL
NEW 20' NEW 10' \ IRON SET SET
PUBLIC PUBLIC FOUND (2019) (2020)
UTILTIY UTILTIY (2019) WATER LINE &
EASEMENT EASEMENT APPURT.ESMT.TO
ALBEMARLE COUNTY
SERVICE AUTHORITY
(D. B. 1560-435)
U.S. ROUTE 250 (IVY ROAD)
SHOWN AS 80'WIDE ON PLAT IN D.B.296-432
COURSES ALONG CENTERLINE OF NEW
10'& 20'PUBLIC UTILITY EASEMENTS
LINE
BEARING
DISTANCE
U1
N18°43'24"E
22.21
U2
N39018'34"E
12.85
U3
N22029'38"E
76.22
ACCESS & PARKING
EASEMENT
(D.B.5427-220
& 221 PLAT)
T.M.60-25B
REVISED LOT B
1 STORY BRICK,
BLOCK & FRAME
10'WIDE RETAINING WALL
& MAINTENANCE EASEMENT
(D.B.5427-220 & 221 PLAT)
10'WIDE NO BUILD ZONE FOR FIRE
SEPARATION REQUIREMENTS ONLY
(D.B.5427-220 & 221 PLAT)
DI DENOTES EXISTING DROP INLET
EDENOTES NEW VARIABLE WIDTH
PUBLIC SWM FACILITY
& ACCESS EASEMENT
ElDENOTES NEW VARIABLE WIDTH
PRIVATE ACCESS EASEMENT
SCALE: 1" = 100'
DATE: JANUARY 22, 2021
REVISED: FEBRUARY 24, 2021
ROGER W.RAY & ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
FOR
REVIEW
SHEET 2 OF 3 10530GI
COURSES ALONG NEW VARIABLE WIDTH
PUBLIC SWM FACILITY
6 ACCESS EASEMENT
LINE
BEARING
DISTANCE
Si
N20°57'11"E
39.74
S2
N09°04'28"W
65.36
S3
N26°13'00"E
34.98
S4
N13°14'17"E
165.91
S5
N50°57'06"W
100.85
S61
S27°34'58"W
5.10
S7
N50°57'06"W
59.20
SB
N63°09'11"W
110.77
S9
N63°09'11"W
23.12
S10
N01°02'14"W
100.34
S11
N53°06'00"E
27.13
S12
N53°06'00"E
20.00
S13
S36°52'00"E
95.18'
S14
S36°52'00"E
149.16
S15
S28°25'05"W
43.52
S16
S63°09'11"E
11.50
S17
S27°40'18"W
5.47
S18
S27°40'18"W
35.35
S19
S27°40'18"W
19.19
S20
N04°37'34"W
70.35
S21
S63°09'11"E
26.09
S22
S03°02'12"E
92.48
S23
S03°02'12"E
12.52
S24
S12°56'42"W
29.60
S25
S63°13'48"E
14.33
S26
S63-09-36"El
27.61
COURSES ALONG NEW VARIABLE
WIDTH PRIVATE DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
010
N36°52'00"W
50.30
D11
S71°50'49"W
9.15
012
S26°50'49"W
15.81
013
N67°35'10"W
9.99
D14
N00°53'36"E
29.67
D15
N54°40'39"E
19.22
D16j
S69°12'40"E
34.26
D17
S42°25'44"W
7.91
D18
S36°52'00"E
47.34
D19
S63°17'08"E
73.15
D20
N26°49'46"E
5.77
D21
S63°09'11"E
50.12
D22
S26°49'46"W
115.70
D23
S26°47'11"W
39.57
D241
S26°46'12"W
29.72
D251
S63-14 . ii"Ej
3.92
GL
IRON
FOUND
(2019)
017
NEW VARIABLE
WIDTH PRIVATE
DRAINAGE EASEMENT
(D10 THRU D18)
NEW VARIABLE WIDTH
PUBLIC SWM FACILITY
6 ACCESS EASEMENT
(Si THRU S26)
T.M.60-25
DI DENOTES EXISTING DROP INLET
IRON
-SET DENOTES NEW VARIABLE WIDTH
(2019) PUBLIC SWM FACILITY
C 6 ACCESS EASEMENT
00
D13 ti,:�::::'>,?� \ O,9T T.M.60-25A
�y,..
\ D1z o al 9T REVISED
LOT A
4.80 ACRES
IRON
SB _` .. DS \ o FOUND
y515 �gp;': o�o::: :::'.;, D7 ��P (2019)
o
S21 S16 a rn 3j'' SS
S17 f
cis: X. t S18 N
a\ S19 cul
o;
r5'--4
o�\,S261
1 STOF
BRICF
S23
o
S24
�� S25
D24-
NEW VARIABLE
WIDTH PRIVATE
DRAINAGE EASEMENT
(D19 THRU D24)
` L3 �L- L1 C6 C5 L4/kMAG
NAIL
IRON C3J SET
FOUND IRON (2019)
(2019) FOUND
(2019)
U.S. ROUTE 250 (IVY ROAD)
SHOWN AS 80'WIDE ON PLAT IN D.B.296-432
MAG
NAIL
SET
(2020)
Ivm
c co -
PLO T. M.60-25B
clime° REVISED LOT B
N
cEn
MAG
NAIL
SET
(2020)
SCALE: 1" = 100'
DATE: JANUARY 22, 2021
REVISED: FEBRUARY 24, 2021
GRAPHIC SCALE 1"=100'
ROGER W.RAY 6 ASSOC.,INC.
663 BERKMAR COURT
0 100 200 CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
FOR
REVIEW
SHEET 3 OF 3 10530G