HomeMy WebLinkAboutSUB202100035 Plat - Revision 2022-01-24I
NOTES
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 56A1-1-29R -
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 56A1-1-29R
TO TMP 56A1-1-26
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 56A1-1-26 TO TMP
56A1-1-29R
6.
THESE PROPERTIES ARE ALSO SUBJECT TO THE CONDITIONS OF SPECIAL USE PERMITS SP2019-2 AND SP1990-103.
7.
PER ALBEMARLE COUNTY GIS THE FOLLOWING ITEMS AFFECT SUBJECT PROPERTY:
PARCEL 'C' -
0.067
AC
FROM TMP 56A1-1-29R
TO TMP 56A1-1-26
0
PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT
•
PARCELS ARE LOCATED IN THE LICKINGHOLE CREEK WATERSHED
PARCEL 'D' -
0.002
AC
a
PARCELS ARE WITHIN A WATER SUPPLY PROTECTION AREA
FROM TMP 56A1-1-26 TO TMP
56A1-1-29R
0
A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE STATE DAM BREAK INUNDATION ZONE
REVISED AREAS:
6.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
TMP 56A1-1-26 -
4.953
AC
7.
SETBACK AND HEIGHT REGULATIONS:
TMP 56A1-1-29R -
3.030
AC
FRONT= 5' MINIMUM, 25' MAXIMUM
SIDE = 5' - MINIMUM (10' BUILDING SEPARATION)
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 -
1.762
AC
8.
NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
OPEN SPACE -
2.367
AC (47.49%)
9.
ALL OPEN SPACE AREAS DEPICTED HEREON ARE TO BE OWNED BY THE HOMEOWNER'S ASSOCIATION.
PRIVATE RIGHT OF WAY-
0.069
AC
10.
ALL NEW PUBLIC STREETS SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE.
PUBLIC RIGHT OF WAY-
0.755
AC
11.
THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS
OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
RESIDUE -
0.000
AC.
12.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE.
DENSITY INFORMATION:
13.
THERE IS A KNOWN CEMETERY LOCATED ON TMP 56A1-1-26.
14.
WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION.
TOTAL AREA -
4.953
AC
15.
VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
SFA UNITS -
14
16.
UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND SEWER SERVICE WILL BE AVAILABLE TO THIS PROPERTY.
SFD UNITS -
10
TOTAL UNITS -
24
DENSITY PHASE 2A - 4.85 DU/AC
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
239.29'
475.50'
28'50'00"
122.23'
236.77'
N 291 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 28*33'10" W
C8
8.23'
84.50'
5'34'55"
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'
5'57'47"
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'
6'48'16"
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'
6'45'23"
39.87'
79.61'
S 78*52'12" 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'
S 87'51'33" W
C25
17.51'
12.50'
8015'39"
10.54'
16.11'
N 54'44'38" W
C31
73.06'
777.50'
5'23'01"
36.56'
73.03'
N 3905'07" 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 8953'44" 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
7.00'
DEB
S 8214'53" W
70.25'
DIED
S 79'20'11" W
90.47'
DE10
N 21191 W
6.47'
DE11
N 19'42'02" E
22.71'
DE12
N 7659'35" E
121.23'
DE13
S 13'00'25" E
10.00'
DE14
S 76'59'35" W
115.77'
DE15
S 19'42'02" W
31.90'
DE17
S 57'54'42" W
11.55'
DE18
S 08'31'32" E
135.68'
DE19
S 42'50'01" W
10.22'
SWM EASEMENTS
Line
Direction
Length
SW1
N 72'00'05" E
166.34'
SW2
N 12'39'06" E
82.87'
SANITARY EASEMENTS
Line
Direction
Length
SE1
N 55'45'410 W
71.26'
SE2
N 10'46'45" E
116.13'
SE3
N 11'26'19" W
164.21'
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'
SE8
S 58'08'39" W
76.60'
SE9
S 1816'44" E
256.86'
SE10
S 11'25'37" E
169.05'
SE11
S 10*46'45" W
106.93'
SE12
S 5545'41" E
56.20'
SE13
S 5545'41" E
34.50'
SE14
N 55'45'41" W
38.45'
SE15
N 13'00'56" W
71.00'
SE16
N 76'59'35" E
161.00'
SE17
N 76'59'35" E
20.58'
SE18
N 13'00'25" W
20.00'
SE19
S 76 59'35" W
23.09'
SE19
N 52'39'43" E
12.91'
SE20
S 76*591 W
174.48'
SE20
S 3959'18" E
33.22'
SE21
S 46'31'43" W
15.17'
r iea I
Site 788
;,yt ock
VICINITY MAP
SCALE: 1"=2000'
EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
EC1
71.80'
335.00'
1296'48"
36.04'
71.66'
S 27'34'50" E
EC2
43.41'
315.00'
7'53'45"
21.74'
43.37'
S 25'55'41" E
EC3
47.36'
315.00'
8'36'49"
23.72'
47.31'
S 14'00'24" E
EC4
1 61.53'
1 335.00'
1 10'31'25"
1 30.85'
1 61.44'
1 S 12'44'02" E
1.
0
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COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS
P tik'.
aae•04
d^�
(-<\-
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SHEET INDEX
V1 COVER SHEET
V2 SUBDIVISION AND EASEMENT PLAT
V3 SUBDIVISION AND EASEMENT PLAT
STATEMENT OF CONSENT
DATE
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND: KNOWN AS
TAX MAP PARCELS 56A1-1-26 AND 56A1-1-29R, PER CURRENT COUNTY
RECORDS IS WITH 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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