HomeMy WebLinkAboutSUB202200080 Plat Easement Plat 2023-05-02THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
REVISED EASEMENTS PLAT TAX MAP 32 PARCEL 39, CREATING ADDITIONAL
STORMWATER MANAGEMENT EASEMENT AREAS AND VACATING EXISTING
AREA OF STORMWATER MANAGEMENT, IS WITH THE FREE CONSENT AND
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES IF ANY.
,/,,, / I ,/I n ii n
Signator For: SULLY RIZ LLC
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF o [ &'V _, 20 22-C
Reg . # I�(o9 (02J 7
My Com ' sion Expires �YK _, 1 S . W24
ELIZABETH JOHNSON
Commonweafth of Virginia
NOTES: Notary Public
Commission No, My Commission Expires I
78h69�tZ335�,
ZONING: C1 Commercial(TMP. —
As Per GIS
EC — Entrance Corridor
Al — Aiport Impact Area
Steep Slopes Managed
Subject Parcel Lies in A Jurisdictional Area for Water and Sewer
and are served by Public water and Sewer.
Subject Parcel located in the North Fork Rivanna River Watershed
Subject Parcel does not lie in a Water Supply Protection Area.
Subject Parcel does not lie in an Agricultural or Forestal District.
Subject Parcel lies in Zone X, (unshaded) areas determined
to be outside the 0.2% annual chance floodplain as shown on FIRM
Community Panel 510006 145D, Effective date Feb. 4, 2005.
No field boundary survey was performed by Roudabush, Gale & Associates
for the preparation of this plat .
Easements other than those shown may exist and affect the property.
No evidence was found to indicate that places of burial exist on Parcel 39.
Subject Parcel Lies in A MPO/Chart Area.
Subject Parcel Lies in A Deviopment Area.
IF. = Iron Found, NS. = Nail Set,
SETBACKS: C 1- Commercial
C. 4.20 — Setbacks and stepbacks in conventional commercial and industrial districts.
Setbacks and stepbacks shall be provided as follows:
a. Conventional commercial districts. The following shall apply within the C-1, CO, and HC districts:
Setbacks
Front —Minimum: 10 feet from the right—of—way or the exterior edge of the sidewalk if
the sidewalk is outside of the right—of—way; for off—street parking or
loading spaces, 10 feet from any public street right—of—way
Front —Maximum: 30 feet from the right—of—way or the exterior edge of the sidewalk if
the sidewalk is outside of the right—of—way, provided that this
maximum setback shall not apply to any structure existing on June
3, 2015 and to any structure depicted on an approved final site plan
that is valid on June 3, 2015 as having a front setback greater than
30 feet; none, on any lot, including a corner lot, abutting a principal
arterial highway or interstate
Side and Rear —Minimum: If the abutting lot is zoned residential, rural areas, or the Monticello
Historic district: (i) no portion of any structure, excluding signs, shall
be located,.closer than 50 feet from the district boundary; and (ii) no
off—street parking or loading space shall be located closer than 20
feet to the district boundary,
If the abutting lot is zoned commercial or industrial, any primary
structure shall be constructed and separated in accordance with
the current edition of the Building Code.
Side and Rear —Maximum: None
Stepbacks Front: For each story that begins above 40 feet in height or for each story above
the third story, whichever is less, the minimum stepback shall be 15 feet
Side and Rear: None
Plat Prepared By: Jeff Powell @ Roudabush, Gale & Associates
ROUDAEUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
A PROFESSIONAL CORPORATION $
W1 SERVING VIRGINIA SINCE 1956
9N9 2nd Street SE. - CHARLOTTESVILLE, VIRGINIA 22902 s r
\ PHONE 434-M-0206 - FAX 434-M5M - EMAIL INFO@ROUDABUSH.COM
AP ROVED /� T� FOR RECORDA
Agen,, Board 0 Supervisors
-ION
4as
Date
O
Q
SOURCE S
Instr.#202100009860 plat)
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0-
Vicinity Map
Scale. 1 1000"+-
REVISED EASEMENT PLAT
TAX MAP 32 PARCEL 39,
CREATING ADDITIONAL
STORMWATER MANAGEMENT EASEMENT AREA
AND VACATING PORTION OF
EXISTING STORMWATER MANAGEMENT EASEMENT
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET INDEX
SHEET - 1 - COVER SHEET
�_LTH OF
U BRIAN D JAMISON
No. 3334
4t 0T_Z2
Rev: AUGUST 09, 2022
SHEET - 2 - REVISED EASEMENT PLAT APRIL 27, 2022 SHEET
SCALE: N/A
1 \2
FILE: 22.3121
Q: \RGA\TMPROJ\22.3121-SHEETZ\REVISED-SWM-ESMT.pro
TMP.32-40
AIRPORT AUTO INVESTMENTS LLC
D.B.5189 P.548
D.B.4464 P.203
D.B.3503 P.180-187(plat)
D.B.3192 P.264
D.B.2717 P.317
D.B.2284 P.385
H.W.P.B. XIV P.151-158
H.W.P.B. XIV P.200-207
r
+ +
x ++ + ++++ + +-p6
+ + + + +
+ +
+ + +
TMP.32-39B
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
D.B.4574 P.676
Ex. Conservation Esmt. HWPB.XIV P.200-207
Instr.#202100009860(plat) HWPB.XIV P.151-158
+ + + ,'Wer S>0
P.
36,016,
Ex. Conservation Esmt.
D.B.715 P.634(plat) ` + + + + + + Inst #202100009860(plat)
--
c
lb
Ex. SWM Facility Esmt.
/ o�� Instr.#202100009860(plat)
i
/
i
i
Ex. Temporary
/ Construction Esmt.
D.B.5293 p.78
�J (deed/exhibit 'A')
Ex. SWM Facility Esmt. �.-
�/ Instr.#202100009860(plat)
LINE
BEARING
DISTANCE
D1
S33'05'12"W
10.40'
D2
S5009'03"W
17.17'
D3
S3313'38"W
109.09'
D4
N56'46'22"W
40.00'
D5
N3313'38"E
71.07'
D6
N56'46'22"W
20.95'
07
S63'20'56"W
22.39'
D8
N51'52'51'W
53.49'
D91
N38'07'09'E
14.77'
D10
N83'07'09"E
19.17'
D11
S69'25'33"E
35.32'
D12
S56'46'22"E
48.70'
D13
N50'09'03"E
37.22'
D14
N79'48'36"W
48.62'
D15
N7515'16"W
73.92'
D16
N72'09'58"W
47.71'
D17
S70'02'17"W
53.46'
D18
S17*19'02"W
10.20'
D19
S40'20'34"W
13.38'
D20
S57'00'54"W
18.19'
D21
N55'40'25"W
13.69'
D22
N26'38'17"E
40.36'
D23
N70'02'17"E
74.49'
D241
S72'09'58"E
54.02'
D251
S7515'16"E
89,23'
D261
S48'55'39"E
36.39'
S
/
Var. Width
\ Public Util. Esmt.
\ \ Ins tr. #202100009860(plat)
UNE
BEARING
DISTANCE
U1
N3617'30"E
15.39'
U2
S54'48'27"E
40.90'
U3
S33'33'39"W
4,69'
U41
S57'2642"E
45.57'
U5
N77'33'18"E
41.69'
U6
S12'26'42"E
20.00'
U7
S77'33'18"W
38.67'
U8
N55'39'57"W
103,67'
a a f�r%M. "
UNE
BEARING
DISTANCE
P1
N7610'26"W
51.08'
P2
S75'05'35"W
29.91'
P3
S48'35'02"W
54.37'
P4
S86'20'02"W
20.16'
P5
N3617'30"E
80.69'
P6
S70'35'08'E
97.16'
SCALE 1" = 30'
TMP.32-39
SULLY RIZ LLC
Instr.#202200002718
l nstr.#202100009860(plat)
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS 0 15 30 60 90
A PROFESSIONAL CORPORATION B
W1 SERVING VIRGINIA SINCE 1956
999 2nd Street SE - CHARLOTTESVILLE, VIRGINIA 22902 s r SCALE IN FEET
\ PHONE 434-977-02M - FAX 434-2964= - EMAIL INFOOROUDABUSH.COM
TMP.32-38A
N/F TERRY
D.B.4574 P.676
D.B.629 P.104(plat)
S81 '0? '44 "E\
?50- 72 . \\ 0�'S L
Ex. SWM Facility Esmt.
Instr.#202100009860(plat)
/ 25 61
Ex. Access Esm't /
D.B.5293 p� 78 / N21'04'34"E _
(deed/exhibit A) / 24 52' _
/ Oh
b
0.003 Aa./149 A
rr
a
Ex. VDOT Drain. m't
Proj.#0649-002 158
2250
S21'04'34'W
8.21'
V-77344'Ex. ACSA San. Esm't
' D.6.1600 p.91(plat)
S33'05'12"W
66.01'
/ •O
IQ
+ IN�
Ex. SWM Facility Esmt.
Instr.#202100009860(plat) ti11
\ Ex. Sprint/Centel &
\ Dominion Va. Power Esm't
\ Proj.#0649-002-158
Nss
,3Q
4
• New Area of *
SWM Facility Esmt.
0.005 Ac./232 A
to public Use."
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��., ,LTH OF
BRIAN D JAMISON
tP-
No. 3334
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Rev: AUGUST 09, 2022
APRIL 27, 2022
SHEET
SCALE: 1 " = 30'
2\2
FILE: 22.3121
Q: \RGA\TMPROJ\22.3121 -SHEETZ\REVISED-SWM-ESM T. pro