HomeMy WebLinkAboutSUB202100005 Plat - Submittal (First) 2021-01-12COUNTY APPROVAL
SUBDIVISION PLAT
AGENT FOR THE BOARD OF SUPERVISORS DATE TIMBERWOOD SQUARE
TAX MAP 4664, PARCELS 7, 7A5 7B & 7C
RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA
ELEMENTARY
VICINITY MAP
SCALE: 1"=2000'
AREA CALCULATIONS
ORIGINAL TMP 4664-7 158,355 ST (3.635 AC)
LOTS
117,424 SF (2.695 AC)
RIGHT-OF-WAY
18,815 SF (0.432 AC)
TOT LOT
3,311 SF (0.076 AC)
OPEN SPACE
18,805 SF (0.432 AC)
TOTAL
158,355 SF 3.635 AC
TMP 46B4-7A 11,954 ST (0.274 AC) UNCHANGED
TMP 4684-76 53,392 ST (1.226 AC) UNCHANGED
TMP 4684-7C 31,829 ST (0.731 AC) UNCHANGED
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 4684 PARCEL 7C, ACCORDING TO COUNTY
RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
HIGHLIFE, LLC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF ___----- _ 20___.
SIGNATURE OF NOTARY PUBLIC
NOTES
THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY
SHEET INDEX
INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON.
2.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE ON NOVEMBER 4, 2013 USING MONUMENTS
V1 -COVER SHEET
FOUND TO EXIST AT THE TIME OF THE SURVEY.
V2 -EXISTING BOUNDARY CONDITIONS &NEW PRIVATE ACCESS
3.
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD
EASEMENT
PLAIN AS SHOWN ON FEMA MAP NO 51003C0145D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS
V3 -SUBDIVISION OF LOTS
BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
V4 -ACSA WATER AND SANITARY SEWER EASEMENTS
4.
THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
V5 -DRAINAGE EASEMENT &TRAIL EASEMENT
5.
THESE PARCELS ARE LOCATED IN THE POWELL CREEK WATERSHED. THESE PARCELS ARE NOT WITHIN A WATER
SUPPLY PROTECTION AREA.
SURVEYOR'S STATEMENT
6.
SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
7.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,
8.
NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF
9.
THESE PARCELS ARE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER.
ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS
10.
THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE
WITHIN THE COUNTY HAVE BEEN MET.
AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
11.
THESE PARCELS ARE ZONED R15 RESIDENTIAL, AIRPORT IMPACT AREA &STEEP SLOPES, MANAGED. SP199400016 &
SP200800052 ARE ALSO APPLICABLE TO THIS AREA.
12.
SETBACK REQUIREMENTS FOR RESIDENTIAL PER ALBEMARLE ZONING CODE 18-4.19, FOR NEW SUBDIVIDED LOTS.
STATEMENT OF TITLE
FRONT - 5 FT MIN (18 FT MIN FROM R/W OR EDGE OF SW TO GARAGE) AND 25 FT MAX
SIDE - 5 FT MIN
TMP 46134-7 WAS OBTAINED BY HIGHLIFE TOWNHOMES, INC AS RECORDED
REAR - 20 FT MIN
IN DEED BOOK 4522 PAGE 220.
NOTE: COVERED PORCHES, BALCONIES, CHIMNEY, EAVES AND THE LIKE ARCHITECTURAL FEATURES MAY PROJECT NOT
MORE THAN FOUR FET INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER
TMP 4664-7A WAS OBTAINED BY HIGHLIFE OFFICE, INC AS RECORDED IN
THAN 6 FT FROM ANY LOT LINE.
DEED BOOK 4522 PAGE 210.
13.
SETBACK REQUIREMENTS FOR COMMERCIAL PER ALBEMARLE ZONING CODE 18-4.20, FOR TMP 46B4-7A, TMP
4664-78 AND TMP 4664-7C PER SP199400016.
TMP 4664-76 WAS OBTAINED BY HIGHLIFE TOWNHOMES, INC AS RECORDED
FRONT - 10 FT MIN AND 30 FT MAX FROM R/W OR THE EXTERIOR OF THE SW IF THE SW IS OUTSIDE THE R/W
IN DEED BOOK 4522 PAGE 220.
SIDE - 50 FT IF THE ABUTTING LOT IS ZONED RESIDENTIAL
REAR - 50 FT IF THE ABUTTING LOT IS ZONED RESIDENTIAL
TMP 7664-7C WAS OBTAINED BY HIGHLIFE, LLC AS RECORDED IN DEED
14.
PRIVATE EASEMENTS SHALL BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION.
BOOK 2775 PAGE 734.
15.
OPEN SPACE A, B AND C AS WELL AS THE TOT LOT SHALL BE OWNED AND MAINTAINED BY A HOMEOWNERS
ASSOCIATION.
PLAT IN DEED BOOK 4980 PAGE 395.
16.
STORM WATER MANAGEMENT/BMP FACILITIES MAINTENANCE AGREEMENT AT DB 1940 PG 258 ON ADJOINING PARCEL
TMP 4664-A.
17.
ALL ACSA SEWER AND WATER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
18.
NEW VARIABLE WIDTH ACCESS EASEMENT LINEWORK IS THE SAME AS EXISTING VARIABLE WIDTH STORMWATER
MANAGEMENT FACILITY ACCESS EASEMENT RECORDED AT DEED BOOK 5230 PAGE 291.
19.
NO EVIDENCE OF HUMAN BURIAL SITES AT TIME OF FIELD SURVEY.
���i�Yx,�lx�l�il�dil►`L►Y�1���(il�)116Y(il►`I
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 4664 PARCEL 7A, ACCORDING TO COUNTY
RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
HIGHLIFE OFFICE, INC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS ___ DAY OF 20_.
SIGNATURE OF NOTARY PUBLIC
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 4684 PARCELS 7 AND 78, ACCORDING TO
COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND
TRUSTEES, IF ANY.
HIGHLIFE TOWNHOMES, INC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF 20__.
SIGNATURE OF NOTARY PUBLIC
PREPARED BY: WILLIAM W WHITE
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DATE:
12-11-2020
REV:
REV:
REV:
REV:
SCALE:
N/A
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: Vi OF 05
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20201118.dwg
74
IPF IRON PIN FOUND
BSL BUILDING SETBACK LINE
20' WATERLINE
EASEMENT
DB 2775 PG 734
SPRINKLER LINE
EASEMENT
DB 1548 PG 298
IPF
IPF
N:3933956.01
E:11501067.75
10' LUMOS
-COMMUNICATION
EASEMENT
DB 4136 PG 269
J
TMP 46B4-7C
0.731 AC
31,829 SF
N
0
WORTH CROSSING
70' PUBLIC R/W
SR 1722
20' PARKING
SETBACK &
LANDSCAPE -
EASEMENT
4980 PG 395
S81'14'1%'4
12.8' N29'27'19"W
2.45' /
/
I. ham' G� N0712'33"W
46 6.12'
ao ti TMP 46B4-7B %
TMP 46B4-7A �ry / 1.226 AC l
0.274 AC �� 53,392 SF
11, 954 SF
A 30 ACCESS
33.40'
40111
-C8._- _S51'59'11"W
5gW "w IPF
SS�Sf E: 1501153.60
IPF
/
/TMP 46B3-B \
N/F FOREST LAKES
COMMUNITY ASSOCIATION INC.
DB 2891 PG 507
_J I ' 20' SANITARY N
IPF _�-"" SEWER EASEMENT
- DB 1099 PG 213
(DB 2775 J�
PG 734)
50' STORM
SEWER EASEMENT 15' DRAINAGE
DB 1071 PG 493 EASEMENT
DB 1098 PG 213
20' SANITARY I DB 1071 PG 493
/ SEWER EASEMENT 20' STORM SEWER
DB 1098 PG 213 EASEMENT
DB 1071 PG 493 DB 1548 PG 299
/
EASEMENT
DB 2775 PG 734
/
i S37'58'25"E li C4
/ 46.42' i
/
S5256'42"W
751'58'43"W 274.98'
f- TMP 46B4-B1
N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
DB 1879 PG 157
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Cl
43.72'
2229.54'
1'07'25"
21.86'
43.72'
N 10'48'02" W
C2
49.70'
35.00'
81'21'37"
30.08'
45.63'
N 30'26'29" E
C3
244.21'
497.21'
28'08'30"
124.62'
241.76'
N 57'03'03" E
C4
18.38'
218.50'
44910"
9.20'
18.37'
S 58'44'47" W
CS
64.02'
36.14'
101'28'49"
44.22'
55.97'
S 2117'05* W
C6
3.88'
10.00'
2214'46"
1.97'
3.86'
S 1819'56" E
C7
7.72'
5.00'
88'26'50"
4.87'
6.97'
S 37'00'51" W
C8
33.07'
70.81'
2645'37"
16.84'
32.77'
S 65'21'59" W
C9
17.62'
20.45'
49'21'38"
9.40'
17.08'
N 80'31'43" W
hk
IPF
E:11501459.55
l
1 TMP 46B4-7
EXISTING VARIABLE WIDTH 3.635 AC
STORMWATER MANAGEMENT 158,355 SF
FACILITY ACCESS EASEMENT
(SHADED AREA)
DB 5230 PG 291
AND NEW VARIABLE WIDTH /
PRIVATE ACCESS EASEMENT /
(SEE NOTE 18)
20' SANITARY~
SEWER EASEMENT
DB 1098 PG 213
DB 1071 PG 493
F " 68.55
543'28 53 W
IPF BENT
` 20' DRAINAGE
EASEMENT
DB 1575 PG 539
IPF
N:3934158.62
E:11501591.50
30.53'
TMP 32-37
N/F VIRGINIA ELECTRIC
& POWER COMPANY
/ N DB 844 PC 731
IPF N
j TIP)EN
10, PRIVAT�
DB 5230 PG 291
PUBLIC STORMWATER
MANAGEMENT FACILIT
EASEMENT
DB 5230 PG 291
L.-
N65'05'04"W
29.95'
/IPF 3
N9•L0'�,y.Sy� \--13.18'
gLL 20' STORM SEWER
EASEMENT
I TDB 1548 PG 299
1 \
46"E
27.55'
TMP 46B4-A
N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
FOREST LAKES PH. i
COMMON AREA PARCEL C
DB 1304 PC 346
1 1 50 100 1511
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DATE:
12-11-2020
REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET:
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20201118.dwg
74
i/
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Cl
43.72'
2229.54'
1'07'25"
21.86'
43.72'
N 10'48'02" W
C2
49.70'
35.00'
81'21'37"
30.08'
45.63'
N 30'26'29" E
C3
244.21'
497.21'
28'08'30"
124.62'
241.76'
N 57'03'03" E
C4
18.38'
218.50'
4*49'10"
9.20'
18.37'
S 58'4447" W
C5
64.02'
36.14'
101'28'49"
44.22'
55.97'
S 2117'05' W
C6
3.88'
10.00'
2214'46"
1.97'
3.86'
S 1819'56" E
C7
7.72'
5.00'
88'26'50"
4.87'
6.97'
S 37'00'51" W
C8
33.07'
1 70.81'
26'45'37"
16.84'
1 32.77'
S 6521'59" W
C9
17.62'
1 20.45'
1 49'21'38"
9.40'
1 17.08'
N 80'31'43" W
NOTES
FOR SETBACK REQUIREMENTS FOR SUBDIVIDED LOTS SEE NOTE 12
ON SHEET V1.
FOR SETBACK REQUIREMENTS FOR TMP 4684-7A, TMP 4684-76
AND TMP 46B4-7C SEE NOTE 13 ON SHEET V1.
LEGEND
BSL BUILDING SETBACK LINE
WORTH CROSSING
70' PUBLIC R/W
SR 1722
1
N42�g 48 E 244.3$(T) 2g
_ 43.53 � I
15.1fi 20.25 5' BSI- I
20.00' OD, 16.3 _ MIN_
L= 22.13 BSI- I
24 8$ 3 N W o h M M Ax I I
;2-- o� r?v o vl c
I -+N ,D- M N c � N a7M u'Z �" NI � II -"'e-
/ / � - I jo c°I"r'� � N �z Z Z �orli �b �y
Ny w
11?00
tv �r mr wo o{'iCD wy �co o � o I
Iwo W No my oy wy �� yq, s' c% 1fI�
ao as y W .p 'y w '-] 01 L7 O� ,] "=J I [n
q 11� I so;
III+ � �w �� £ cn Ni
aryl l TMP 46B4-7C I� + N w o Zn - 7.33' >37.7T
0.731 AC Ir _ A- - o - A N . c,1
3 829 SF � --°; - o W v ^? �_ ,1561 'Kt
�
20.00' 20.00'
20.00' 20.00'
0.0
20
L=36.48
18.26' C10
9 43
N351� �
36.88'- 20.00' 20.00'
N51'54'25"E 178.65'(T)
0.75'
1.77'
C19
M
p v
S81'14'16"W G� I
C)-� N51'54'25"E
178.70'(T)
=28
-�
L=1T
20
12.8W N2927'19"W I
- '00'
37..0'200020
20.00' 20.00'
20.00'
1L
'
2.45'
/
/ TMP 46B4-7A
/ 0.274 AC
11,954 SF
S78'44'47"W
^33.40'
--/ -----40.10'-
C8 S51'59'11"W
f-
53�i�
i
lTMP 46B3-B \
N/F FOREST LAKES
COMMUNITY ASSOCIATION INC.
DB 2891 PG 507
N - - CT
-
W
C,
pp
y
O>
a0
O
N0792'33"W
o
rn
h
6.12'
LANDON LANE
1 :
II
1 7
VARIABLE WIDTH
I
N
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too
`:
r,
COy
iv r
o
a �+ h
��
g
y�
PRIVATE STREET R/W
Iwo
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co
0
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W+
y
Wiv
•p
y
o
y _
'• "'� 11
TMP 46B4-7B
Way m
�
tv
[pW
A
LOIS LANE
v,
B A�
1.226 AC
VARIABLE WIDTH
co
53,392 SF
PRIVATE STREET R/W
I� -
9.60,
20'
m x /
_
S75'23'13"W
BSL
Zn
/ 0
-I 6.52' C4
4.20'
-
I
-
-
-
`v
/
�'
50'
BSL
S3758'25"E
941-
C2 1.. ,
a.16120.00'
120.00' 20,00' 20.00' 20.00' 20.00' 15.21 c
'58'43"W 274.98'
�- TMP 46B4-Bi
N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
DB 1879 PG 157
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C10
54.74'
188.02'
16'40'50"
27.56'
54.54'
N 4335'32" E
C11
61.72'
212.00'
16'40'50"
31.08'
61.50'
S 43'35'29" W
C12
45.35'
188.00'
13'49'18"
22.79'
45.24'
S 45'01'150 W
C13
37.03'
25.D0'
84*52'16"
22.86'
33.74'
S 04'19'31" E
C14
31.86'
210.00'
8'41'33"
15.96'
31.83'
N 42'24'53" W
C15
121.48'
116.00'
60'00'14"
66.98'
116.01'
N 08'03'59" W
C16
27.57'
124.00'
12*44'220
13.84'
27.51'
N 2818'180 E
C17
88.11'
124.00'
40'42'44"
46.01'
86.27'
N 55'01'51" E
C18
60.21'
188.00'
18'20'58"
30.36'
59.95'
S 66'12'44" W
C19
32.44'
211.98'
846'07"
16.25'
32.41'
N 47'32'48" E
C20
40.09'
25.00'
91'52'40"
25.83'
35.93'
N 89'50'31" E
C21
20.40'
190.00'
6'09'02"
10.21'
20.39'
N 41'08'37" W
C22
198.02'
100.00'
113'27'19"
152.40'
167.21'
S 18'39'34" W
C23
70.D0'
212.00'
18'55'05"
35.32'
69.68'
S 65'55'41" W
16.42 (T) 0 3
S52'56'42"W C18 5552313"1
33.84' rL=3613' S�S23'13 W
L= 1.43,
G �15.51'8.57' 20
15.82' I
o�
M Co.
z QwCie
o •.
h
p M
M•
00
20,
1$0j, SS(
20,01,
6401.2 .01
138 Owl
N65'05'04"W
29.95'
S51'55'54"W 1
TOT LOT �-
3,311 SF L=»
(` (_
C17
L=
L=3081
32,0 2.46'
21.52'
BSL L= /
_
MIN _18 33'
N �
^•
25 BSL
a MAX/
^o.
�.
I
0
njt
Ceti
i
90 _
13.18,
\ w SLR Oi
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•94' v
N `
00
4�541
j
16.62'
NWva'
I1
S38'04'06"E
.W 68.55 24.00'
543'2953 � S3T09'00"W
S51'55'54"W 30.53'
6 40.45'
o;
W
g
1 �
M
N
tow
Q
N
R/W
18,815 SF
S27'59'46"E
27.55'
TMP 32-37
N/F VIRGINIA ELECTRIC
& POWER COMPANY
DB 844 PG 731
TMP 46B4-A
N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
FOREST LAKES PH. 1
COMMON AREA PARCEL C
DB 1304 PC 346
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DATE:
12-11-2020
REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: • 3 OF 05
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20201118.dwg
74
NOTES
"ALL ACSA AND PRIVATE CONNECTIONS OF SEWER AND WATER
EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS
(SEE NOTE 18)
SEE SHEET V3 FOR BOUNDARY CALL TABLES.
TMP 46B4-7C
i \
i
/ % TMP 46B4-7A
/NEW 1C PRIVATE
ACSA WATER
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DATE:
12-11-2020
REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: V40F 05
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20201118.dwg
74
NOTES
SEE SHEET V3 FOR BOUNDARY CALL TABLES.
WORTH CROSSING
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50' STORM
SEWER EASEMENT
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DATE:
12-11-2020
REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: • 5 O]05
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20201118.dwg