HomeMy WebLinkAboutSUB202200080 Plat - Revision 2022-06-21OWNERS APPROVAL
APPROVED FOR RECORDATION
THE 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.
Signator For: SULLY RIZ LLC
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF 20
Reg.#
My Commission Expires
NOTES:
ZONING: C1 Commercial(TMP.32-39)
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 Devlopment 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
Stepbocks 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
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION ®g
SERVING VIRGINIA SINCE 796E
9992nd S"dSE. - CHARLOTiESVILI.E, VIRGINIA 22902 a r
\ PHONE 494-M-02M-FAX 434.29"M-EMAIL INFO@ROUDABUSH.COM
Agent, Board Of Supervisors Date
SOURCE OF TITLE:
TMP.32-39
SULLY RIZ LLC
Instr.#202200002718
Instr.#202100009860(plat)
D.B.629 P.101, 104(plat)
D.B.2284 P.385
H.W.P.B. XIV P.151-158
H.W.P.B. XIV P.200-207
D.B.1639 P.566(plat)
a
01
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
SHEET - 2 - REVISED EASEMENT PLAT
OF�
oho ijZQF��Pf
U BRIAN D JAMISON�>
No. 3334
Rev: JUNE 21, 2022
APRIL 27, 2022
SHEET
SCALE: N/A
1 \2
FILE: 19.0679
0:\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
/ TMP.32-39B
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
+ + D.B.4574 P.676
+ +� +++++ + Ex. Conservation Esmt. HWPB.XIV P.200-207
++ + + + + ++ p6 + Instr.#202100009860(plat) HWPB.XIV P.151-158
+ + + + + T +
Doti a +
++ +++++ / ?0 Sealer s 570.
+ ++ + +a0�
/ 2 4
+++ ++ Q� Ex. Conservation Esmt. ��\ s2\
D.B.715 P.634(plat) / + + + +., / Instr.#202100009860(plat) 04 \
„ 0p P4 S9e
0.
D25
cb/ N / O ��_\�• tyF
o&`! o 015 Z MP
Ex. SWM Facility Esmt.
Instr.#202100009860(plat)
D14---
TMP.32-38A
N/F TERRY
D.B.4574 P.676
D.B.629 P.104(plat)
i Ex. Temporary
/ Construction Esmt.
D.B.5293 p 78
r- (deed/exhibit 'A') ^
S
� 5
Ex. SWIM Facility Esmt. �-
4. Ff Instr.#202100009860(plat) D10
moo/
/
°? 'p \
L8 G¢ \ \ \
\ �5 �fVr. Wit Util. Esmt.
\ Instr.#202100009860(plat)
a_ \
LINE
BEARING
DISTANCE
D1
S33'05'12"W
10.40'
D2
S50'09'03"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'
D7
S63'20'56"W
22.39'
D8
N51'52'51"W
53.49'
D9
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'
D1 41
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
S1719'02"W
10.20'
D19
S40'20'34"W
13.38'
D20
S57'00'54"W
18.19'
D21
N55'40'25"W
13.69'
D221
N26'38'17"E
40.36'
D23
N70-02'17"E
74.49'
D24
S72'09'58"E
54.02'
D25
S7515'16"E
89.23'
D26
S48-55'39"E
36.39'
EXISTING
UTH= EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
U1
N3697'30"E
15.39'
U2
S5448'27"E
40.90'
U3
S33'33'39"W
4.69'
U4
S5726'42"E
45.57'
U5
N77'33'18"E
41.69'
U6
S1226'42"E
20.00'
U7
S7733'1 8"W1
38.67'
U81
N55-39'57"W
103.67'
CONSERVATION EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
P1
N7690'26"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
S7055'08"E
97.16'
SCALE t" = 30'
TM P.32-39
SULLY RIZ LLC
Instr.#202200002718
Instr.#202100009860(plat)
S81 "01 '44E
"
150.72• \\
Ex. SWM Facility Esmt.
Instr.#202100009860(plat) `
t
\
\
\
\ Ex. Sprint/Centel &
\ Dominion Va. Power Esm't
\ Proj.#0649-002-158
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS 0 is 30 60 90
® A PROFESSIONAL CORPORATION ®g
SERVING VIRGINIA SINCE 1956
M 2W Street SE - C ARL.OTTESVILLE, VIROINIA 22902 ° ° SCALE IN FEET
\ PHONE 494-M-02M-FAX 434.298M-EMAIL INFO@ROUOABUSH.COM
Ex. Access Esm't /
D.B.5293 p.78 /
(deed/exhibit 'A') /
/
/ a`'
� Oq
Ex. SWM Facility Esmt.
Instr.#202100009860(plat)
N21'04'34"E
24.52'
Ex. VDOT Drain. m t
Proi.#0649-002 158
S21'04'34"W
8.21'
\
\ -
D2
S69'04'34"W Ex. ACSA San. Esm't
D.B.1600 p.91(plat)
-_
S,26.82'
25 61 =
\
-
S33°05'12"W
-
66.01'
• New Area of
SWM Facity .
/
n rttu An m* of
,LTH OF
o �DRAF
r-) BRIAN D JAMISCIN a
No. 3334
COPY
l4,6s1 �4
Rev: JUNE 21, 2022
APRIL 27, 2022
SHEET
SCALE: 1 " = 30'
2\2
FILE: 19.0679
0:\RGA\TMPROJ\22.3121-SHEETZ\REVISED-SWM-ESMT.pro