HomeMy WebLinkAboutSUB202100035 Plat - Submittal (First) 2021-02-22NOTES
AREA CALCULATIONS
1.
THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY
STEWART TITLE GUARANTY
ORIGINAL AREAS:
COMPANY, WITH AN EFFECTIVE DATE OF APRIL 27, 2018, FILE NUMBER 1803196.
2.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED ON MAY
30, 2018 USING MONUMENTS FOUND
TMP 56A1-1-26 -
4.874
AC
TO EXIST AT THE TIME OF THIS SURVEY.
TMP 56A1-5-29R -
3.109
AC
3.
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE
2% ANNUAL CHANCE FLOOD PLAIN
AS SHOWN ON FEMA MAP NO 51003CO229D, EFFECTIVE DATE 2-4-2005, EXCEPT FOR
PORTIONS OF SUBJECT PROPERTY
EXCHANGE AREAS:
AS SHOWN HEREON WHICH APPEAR TO FALL WITHIN ZONE 'AE'. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC
METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
PARCEL 'A' -
0.015
AC
4.
OWNERS OF RECORD / SOURCES OF TITLE:
FROM TMP 56A1-5-29R
TO TMP 56A1-5-26
TMP 56A1-1-26 - STANLEY MARTIN HOMES, LLC. / DB 5240 PG 775
'B'
TMP 56A1-1-29R -STANLEY MARTIN HOMES, LLC. / DB 5240 PG 775
PARCEL -
0.001
AC
5.
ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT
FROM TMP 56A1-5-26
TO TMP
56A1-5-29R
6.
PER ALBEMARLE COUNTY GIS THE FOLLOWING ITEMS AFFECT SUBJECT PROPERTY:
PARCEL 'C' -
0.067
AC
0
PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT
FROM TMP 56A1-5-29R
TO TMP
56A1-5-26
0
PARCELS ARE LOCATED IN THE LICKINGHOLE CREEK WATERSHED
•
PARCELS ARE WITHIN A WATER SUPPLY PROTECTION AREA
PARCEL 'D' -
0.002
AC
0
A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE STATE DAM BREAK INUNDATION ZONE
FROM TMP 56A1-5-26
TO TMP
56A1-5-29R
6.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
REVISED AREAS:
ORDINANCE.
7.
SETBACK AND HEIGHT REGULATIONS:
TMP 56A1-1-26 -
4.953
AC
FRONT= 5' MINIMUM, 25' MAXIMUM
TMP 56A1-5-29R -
3.030
AC
SIDE = 0' - MINIMUM 10' BUILDING SEPARATION (ANY BUILDING EXCEEDING 35' IN HEIGHT SHALL BE
SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT OVER THE BUILDING EXCEEDS 35' IN HEIGHT)
SUBDIVIDED AREAS OF TMP 56A1-1-26:
REAR = 20' MINIMUM
GARAGE = 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK.
TOTAL AREA -
4.953
AC
BUILDING HEIGHT= 35' MAXIMUM
LOTS -
1.720
AC
8.
NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
OPEN SPACE -
2.408
AC (48.62%)
9.
ALL NEW PUBLIC STREETS SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE.
PRIVATE RIGHT OF WAY- 0.069
AC
10.
THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS
PUBLIC RIGHT OF WAY-
0.756
AC
OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
11.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
RESIDUE -
0.000
AC.
PROTECTION ORDINANCE.
12.
THERE IS A KNOWN CEMETERY LOCATED ON TMP 56A1-1-26.
13.
WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION.
14.
VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
239.29'
475.50'
28'50'00"
122.23'
236.77'
N 29'01'48" W
C2
31.86'
225.50'
8'05'46"
15.96'
31.84'
N 10*33'55" W
C3
13.61'
485.50'
1'36'23"
6.81'
13.61'
S 05'42'51" E
C4
36.24'
47.50'
43'42'42"
19.05'
35.37'
S 16'56'42" W
C5
39.19'
57.50'
39'02'56"
20.39'
38.43'
S 1916'35 W
C6
21.34'
47.50'
2544'18"
10.85'
21.16'
S 12'37'17" W
C7
51.58'
482.50'
6'07'28"
25.81'
51.55'
S 2833'10" W
C8
8.23'
84.50'
534'55"
4.12'
8.23'
S 34'24'22" W
C9
46.60'
722.50'
3'41'44"
23.31'
46.59'
S 39'02'41" W
C10
225.69'
306.50'
4211'19"
118.23'
220.62'
N 50'55'29" W
C11
107.69'
306.50'
20'07'51"
54.40'
107.14'
N 19'45'54" W
C12
31.90'
306.50'
557'47"
15.96'
31.88'
S 06'43'06" E
C13
28.85'
286.50'
5'46'08"
14.44'
28.84'
N 00'51'08" W
C14
8.37'
21.50'
2218'55"
4.24'
8.32'
S 1019'27" W
C15
86.04'
724.50'
648'16"
43.07'
85.99'
S 78'50'46" W
C16
19.09'
12.50'
87'31'06"
11.97'
17.29'
N 60'47'49" W
C17
242.28'
524.50'
26'28'00"
123.34'
240.13'
N 3016'16" W
C18
19.66'
12.50'
90'06'20"
12.52'
17.69'
N 30'26'20" E
C19
79.66'
675.50'
645'23"
39.87'
79.61'
S 7852'12" W
C20
14.97'
23.50'
36'30'39"
7.75'
14.72'
S 27'05'46" E
C21
136.85'
333.50'
23'30'40"
69.40'
135.89'
S 20'35'47" E
C22
15.13'
23.50'
36'53'06"
7.84'
14.87'
S 13'54'33" E
C23
133.35'
250.50'
30'29'58"
68.29'
131.78'
N 75'20'33" E
C24
50.04'
524.50'
5'28'00"
25.04'
50.02'
j S 87'51'33" W
C25
17.51'
12.50'
8015'39"
10.54'
16.11'
N 54'438" W
C31
73.06'
777.50'
5'23'01"
36.56'
73.03'
N 39'05'07" E
DRAINAGE EASEMENTS
Line
Direction
Length
DE1
N 24'50'40" W
21.20'
DE2
S 79'01'04" W
19.18'
DE3
N 56'41'55" E
27.32'
DE4
N 89'53'44" E
42.32'
DE5
S 00'06'16" E
20.00'
DE6
S 89'53'44" W
10.34'
DE7
S 09'40'56" E
10.00'
DEB
S 8019'04" W
159.88'
DE9
N 2119'52" W
10.37'
DE10
N 2414'25" E
20.57'
DE11
N 7649'22" E
50.33'
DE12
N 79'02'32" E
70.88'
DE13
S 10'57'28" E
10.00'
DE14
S 79'02'32" W
70.68'
DE15
S 76'49'22" W
45.20'
DE16
S 2414'25" W
28.05'
DE17
S 7517'53" W
77.10'
DE18
S 0811'09" E
110.18'
DE19
S 33'48'02" E
15.92'
DE20
S 12'39'06" W
27.59'
DE21
N 33'48'02" W
39.48'
DE22
N 081109. W
132.57'
DE23
N 7517'53" E
94.97'
SANITARY EASEMENTS
Line
Direction
Length
SE1
N 53'04'30" W
72.46'
SE2
N 12'45'42" E
148.95'
SE3
N 0811'09" W
159.95'
SE4
N 1816'44" W
271.12'
SE5
N 58'08'39" E
70.74'
SE6
N 31'44'22" W
54.48'
SE7
N 46'01'53" W
7.20'
SE9
S 58'08'39" W
76.60'
SE10
S 1816'44" E
257.14"
SE11
S 0811'09" E
165.41'
SE12
S 12'45'42" W
139.70'
SE13
S 53'04'30" E
59.69'
SE14
S 53'04'30" E
41.44'
SE15
S 29'04'41" W
20.19'
SE16
N 53'04'30" W
44.44'
SE17
S 7659'35" W
176.48'
SE18
N 13'00'56" W
64.00'
SE19
N 76'59'35" E
163.64'
SE20
N 7659'35" E
13.80'
SE21
S 13'00'25" E
20.00'
SE22
S 76'59'35" W
10.76'
SWM EASEMENTS
Line
Direction
Length
SW1
N 72'00'05" E
166.34'
SW2
N 12'39'06" E
82.87'
v
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VICINITY MAP
SCALE: 1"=2000'
Jal'nlans Gap
11
789
(- et Park
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS
SHEET INDEX
V1 COVER SHEET
V2 BOUNDARY LINE ADJUSTMENT PLAT
V3 BOUNDARY LINE ADJUSTMENT PLAT
STATEMENT OF CONSENT
m.1
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND: KNOWN AS
TAX MAP PARCELS 56A1-1-26 AND 56A1-5-29R, PER CURRENT COUNTY
RECORDS IS NTH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
STANLEY MARTIN HOMES, LLC
11710 PLAZA AMERICA DR.
STE 1100
RESTON, VA 20190-4771
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF __---- 20_.
SIGNATURE OF NOTARY PUBLIC
REG. NO.:
MY COMMISSION EXPIRES: --
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22.01'
36.10'
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SE20-SE22
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29.31'
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E SE18 C23 (T)
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EASEMENT (CENTERED ON DB 5264 PC 297
AS -BUILT LOCATION) 49' PUBLIC RIGHT OF WAY / \
SE17-SE19 DB 5264 PG 297
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LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 \ \\
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TMP 55C-3-A
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PARCEL 'A'
HEREBY ADDED TO
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\ 0.015 AC.
BOUNDARY
LINE HEREBY
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LOT 74 0
0.107 AC.
lOq 90
i5`p9 32'E
LOT 73
0.108 AC.
LOT 72
0.107 AC.
LOT 71
0.103 AC.
1"F 1
LOT 70
0.100 AC.
LOT 69
0.101 AC.
"F 102.20'
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TMP 56A1-1-29R
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REVISED AREA:
3.030 AC.
PARCEL 'B'
_HEREBY ADDED TO
TMP 56A1-1-29R
0.001 AC.
BOUNDARY LINE EAST OF
NEW ALSTON STREET
HEREBY VACATED FROM
POINTS 'X' TO 'Y'
PARCEL 'C'
HEREBY ADDED TO
TMP 56A1-5-26
0.067 AC.
IX I C16 C15 S82'14'53"W 89.94'
9.9120'PRIVATE
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EASEMENT 49' PUBLIC RIGHT OF WAY
j3' (DE7-DE9)
30 0 30 60 90
SCALE: I" = 30'
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HEREBY ADDED TO
TMP 56A1-5-26
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BOUNDARY
LINE HEREBY
VACATED \
LOT 74 0
0.107 AC.
lOq 90
i5`p9 32'E
LOT 73
0.108 AC.
LOT 72
0.107 AC.
LOT 71
0.103 AC.
1"F 1
LOT 70
0.100 AC.
LOT 69
0.101 AC.
"F 102.20'
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DB 5264 PG 297
REVISED AREA:
3.030 AC.
PARCEL 'B'
_HEREBY ADDED TO
TMP 56A1-1-29R
0.001 AC.
BOUNDARY LINE EAST OF
NEW ALSTON STREET
HEREBY VACATED FROM
POINTS 'X' TO 'Y'
PARCEL 'C'
HEREBY ADDED TO
TMP 56A1-5-26
0.067 AC.
IX I C16 C15 S82'14'53"W 89.94'
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L:\Projects\Civil Projects\RGA FILES\8822-PLEASANT GREEN\SURVEY\DWG\SUBD\8822-SUBD-PH2A.tlwg