HomeMy WebLinkAboutSUB202100018 Plat - Revision 2021-03-11OWNERS APPROVAL
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
A BOUNDARY LINE ADJUSTMENT AND NEW EASEMENT PLAT
COMBINING TAX MAP 32 PARCELS 38, 39 AND 39A
CREATING PARCEL 'X' AND VACATING EXISTING SPRINT, CENTEL 6
DOMINION VA. POWER UTILITY EASEMENTS IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES IF ANY.
Signator For: AIRPORT AUTO INVESTMENTS PHASE 2, LLC
NOTES:
ZONING: C1 Commercial(TMP.40-38, 40-39 & 40-39A)
As Per GIS
EC — Entrance Corridor
Al — Aiport Impact Area
Steep Slopes Managed
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
II:Ib�IIETt117
Reg.#
My Commission Expires
Subject Parcels Lie in A Jurisdictional Area for Water and Sewer
and are served by Public water and Sewer.
Subject Parcels located in the North Fork Rivonna River Watershed
Subject Parcels do not lie in a Water Supply Protection Area.
Subject Parcels do not lie in an Agricultural or Forestal District.
Subject Parcels lie 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.
A current 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
Parcels 38, 39 and 39A.
Subject Parcels Lie in A MPO/Chart Area.
Subject Parcels Lie in A Devlopment Area.
New Parcel Y contains a building site that complies with
section 4.2.1 of the Albemarle County Zoning Ordinance.
New Parcel Y is the result of the combination of Tax Map 32
Parcels 38, 39 and 39A.
IF. = Iron Found, NS. = Noil Set.
SOURCE OF TITLE:
TMP32-39
AIRPORT AUTO INVESTMENTS PHASE 2, LLC
D.B.5493 P.309-314
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)
TMP.32-39A
AIRPORT AUTO INVESTMENTS PHASE 2, LLC
D.B.5493 P.309-314
D.B.2284 P.385
H.W.P.B. XIV P.151-158
H.W.P.B. XIV P.200-207
D.B.1639 566(plat)
D.B.629 P.101, 104(plat)
TMP.32-38
AIRPORT AUTO INVESTMENTS PHASE 2, LLC
D.B.5493 P.305-308
D.B.629 P.104(plat)
Plat Prepared By: Jeff Powell @ Roudabush, Gale & Associates
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION ®g
SERVING VIRGINIA SINCE 1956
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 ° r
\ PHONE 4U-M-02W-FAX 434.288. =-EMAIL INFO@ROUOABUSH.COM
SETBACKS: C1- 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
APPROVED FOR RECORDATION
Agent, Board Of Supervisors
ACREAGE SUMMARY
1.667 Ac.(survey)TMP.32-39
+0.061 Ac.(survey)TMP.32-39A
+0.626 Ac.(survey)TMP.32-38
2.353 Ac.(Combined)NEW PARCEL 'X'
Date
a
01
Vicinity Map
Scale: 1 11 = 1000'+-
A BOUNDARY LINE ADJUSTMENT
AND NEW EASEMENT PLAT
COMBINING TAX MAP 32
PARCELS 38,39 AND 39A
CREATING PARCEL 'X'
AND VACATING EXISTING SPRINT, CENTEL &
DOMINION VA. POWER UTILITY EASEMENTS
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET INDEX
SHEET - 1 - COVER SHEET
SHEET - 2 - COMBINATION PLAT
SHEET - 3 - EASEMENT PLAT
T,TH OF ,
o DRAL'
U BRIAN D JAMISON a
No. 3334
l V-0:4
Rev: MARCH 11, 2021
JANUARY 29, 2021
SHEET
SCALE: N/A
1 \ 3
FILE: 19.0679
0:\RGA\TMPROJ\19.0679 ALTA\PLAT—COMBINE.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
D.B.715 P.634(plat)
gravel
s \
?0' Sewer S
Fsm�
& 88� o
o� 'Ce
+
TMP.32-39B
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
D.B.4574 P.676
HWPB.XIV P.200-207
HWPB.XIV P.151-158
svb
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s x cap C? '9
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IF.
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` 1.667 Ac.(survey)
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2,353 Ac.
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9T eP y 100
TMP.32-39
AIRPORT AUTO INVESTMENTS PHASE 2, LLC %L p •B /ntA P \ 2Qnc. 1.
D.B.5493 P.309-314 B �/ cone. lid
D.B.629 P.101, 104(plat) r/1� ApC�T I \ JN
� ' - - - -' Ex. S riot Centel &
D.B.2284 P.385 pA27`S1 i \Dominion Va. Power Esm t
H.W.P.B. XIV P.151-158 002 S8 Q °? Proj.p0649-00'-158
H.W.P.B. XIV P.200-207 O> 6/@J IF Nsg Hereby Vacated
D.B.1639 P.566(plat) i, 4j 97 12
1.667 Ac.(survey)p gs Bj• \
0
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION E
SERVING VIROINIA SINCE 195E
914 MONTICELLO ROAD - CHARLOTTESVILLE, N IRGINIA 22902 s r
\ PHONE 434.977-M-FAX 434-296-5220 - EMAIL INFO@ROUDABUSH.COM
5, ec. &
A> O`O QV Pho pole
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TMP.32-39A
AIRPORT AUTO INVESTMENTS PHASE 2, LLC
D. B.5493 P.309-314
H.W.P.B. XIV P.151-158
H.W.P.B. XIV P.200-207
D.B.1639 566(plat)
D.B.629 P.101, 104(plat)
0.061 Ac.(survey)
SCALE 1" = 30'
0 15 30 60 90
SCALE IN FEET
hone a
box ��
elec.
meter.?
,
x �
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c
,
Asphalt
,
x ,
x % Ex. Temporary
Construction Esmt.
D.B.5293 p.78
(deed/exhibit 'A')
x _
1 '44T
72 '
TMP.32-38
AIRPORT AUTO INVESTMENTS
PHASE 2, LLC
D.6.5493 P.305-308
D.B.629 P.104(plat)
0.626 Ac.(survey)
Asphalt
r
AT&T
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TMP.32-38A
N/F TERRY
D.B.4574 P.676
D.B.629 P.104(plat)
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S,TH pF,�
L)RAF
BRIAN D JAMISON a
No. 3334
1. S704
COMBINATION PLAT
Rev: MARCH 11, 2021
JANUARY 29, 2021
SHEET
SCALE: 1 " = 30'
2\3
FILE: 19.0679
Q:\RGA\TMPROJ\19.0679 ALTA\PLAT-COMBINE.pro
TMP.32-40
AIRPORT AUTO INVESTMENTS LLC
��
D.B.5189 P.548
s
D.B.4464 P.203
D.B.3503 P.180-187(plat)
D.B.3192 P.264
5F�
D.B.2717 P.317
/
D.B.2284 P.385
�ocp�' a
/
H.W.P.B. XIV P.151-158
A �° h
H.W.P.B. XIV P.200-207
D.B.715 P.634(plat)
}. ++++,
ICI'
LINE
BEARING
DISTANCE
D1
S33'05'12"W
10.40'
D2
S50'09'03"W
17.17'
D3
S3393'38"W
109.09'
D4
N5646'22"W
40.00'
D5
N3313'38"E
71.07'
D6
N5646'22"W
20.95'
D71
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'
D14
N79'48'36"W
48.62'
D151
N7515'16"W
73.92'
D16
N72'09'58"W
47.71'
D17
S70'02'17"W
53.46'
D18
Sl719'02"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
N2638'17"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-El
36.39'
/ TMP.32-39B
COMMONWEALTH OF VIRGINIA
/ + DEPARTMENT OF TRANSPORTATION
+ + New Conservation D.B.4574 P.676
+` ` ++++ O
+ Ps Easement HWPBXV P.151
+ + +
-158
+ + + + + + + +
+ Pq \
++ + + + + / Sewer
m
/ ++++ � + �
t 4v / v. t. s Og •�
B f9�
D1 5 v.
/ + yr + +
!0M
/* O?s
New SWM =
[Facility Esmt.
O?
/ Asphalt
i
Ex. Temporary
/ Construction Esmt.
D.B.5293 p.78
(deed/exhibit 'A')
/ New SWM L 0 ,
\ New Var, Width
�\ Public Util. Esmt.
*Hereby Dedicated
G \ to Public Use.*
¢.... .
U5
si;
\ rn
N
u�
�9I
levilliml
LINE
BEARING
DISTANCE
U1
N3617'30"E
15.39'
U2
S54'48'27"E
40.90'
U3
S33-33139"W
4.69'
U4
S57'26'420E
45.57'
U5
N77'33'180E
41.69'
U6
S12'26'420E
20.00'
U7
S77*33`1 8"WI
38.67'
U81
N55-39'57"W
103.67'
CONSERVATION EASEMENT
LINE TABLE
LINE
BEARING
DISTANCE
Pi
N76'10'26"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'
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS 0 15 30 60 90
® A PROFESSIONAL CORPORATION E
SERVING VIROINIA SINCE 195E
914 MONTICELLO ROAD - CHARLOTTESVILLE, vIRGINIA 22902 s r SCALE IN FEET
\ PHONE 434.97 -M-FAX 434-296.5220-EMAIL INFO@ROUDABUSH.COM
Ex. Sprint/Centel &
Dominion Va. Power Esm t
Proj.#0649-002-158
*Hereby Vacated*
[Facility Esmt.D1 r
New SWM
Facilit Esmt.
NEW
PARCEL 'X'
2,353 Ac.
TMP.32-38A
N/F TERRY
D.B.4574 P.676
D.B.629 P.104(plat)
Asphalt /� /
+ / �a
New SWIM y O
[FacilityiI Esmt. Qj
1
J
I&I
Asphalt
Denotes Easement = -
Area To Be Vacated
J
iCSA San. Esm't
1600 p.91(plat)
N
Ex. Access Esm't
D.B.5293 p.78
(deed/exhibit 'A')
ho
�Ijw' ,►,TH OF t
g DRAFT%
O
U BRIAN D JAMISON a
No. 3334
re _()PN&
EASEMENT PLAT
Rev: MARCH 11, 2021
JANUARY 29, 2021
SHEET
SCALE: 1 " = 30'
3\3
FILE: 19.0679
Q:\RGA\TMPROJ\19.0679 ALTA\PLAT-COMBINE.pro