HomeMy WebLinkAboutSUB202000206 Plat - Submittal (First) 2020-11-05I
OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE
SECTION IA IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES. ALL STATEMENTS
AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
GREAT EASTERN MANAGEMENT
STATE OF VIRGINIA
CITY/COUNTY OF TO WIT.•
I, A NOTARY PUBLIC IN AND FOR THE
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BEFORE ME IN MY STATE AFORESAID.
GIVEN UNDER MY HAND THIS ____DAY OF
MY COMMISSION EXPIRES___
NOTARY PUBLIC
SURVEYOR'S CERTIFICATE
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET
FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDATION
IN ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE
SET WITHIN ONE (1) YEAR OF RECORDATION.
MAYNARD J. 77NSMAN Ill
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
SITE DA TA
OWNER: GREAT EASTERN MANAGEMENT
DAVID MITCHELL, E.I.T.
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE: 434 296-4109
FAX: (4 4) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE: TM 32-20 (PART OF), TM 32-23 (PART OF)
TA 32-23J, & T.M. 32-291
MAGISTERIAL DISTRICT RIVANNA
DRAINAGE DISTRICT: NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT: PD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
SETBACK REQUIREMENTS: FRONT- 75' EXISTING PUBLIC ROADS
FRONT- 25' INTERNAL PUBLIC OR
PRIVATE ROADS
SIDE- 25'
REAR- 35'
MAXIMUM STRUCTURE HEIGHT: 35'
DENOTES 518" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDATION.
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROWS ARE RESERVED WITH
PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE
APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES, AS
PERMITTED BY SECTION 4.7 OF CHAPTER 18 OF THE ALBERMARLE
COUNTY CODE.
2.7HE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY
EASEMENT ALONG ALL PROPERTY LINES.
3. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY
EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
UTILITIES ON OR WITHIN 10' OF
201 PRIVATE LOTS.
MANHOLE STORM
10' STRUCTURE FIRE CENTER OF PIPE OR CENTER OF
HYDRANT BLOW -OFF DRAINAGE SWALE CHANNEL.
ASSEMBLY OR WATER
METER ASSEMBLY.
NOTES
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE
EASEMENTS AS WILL BE NECESSARY TO PROPERLY
MAINTAIN ALL ROADS. TWENTY FOOT EASEMENTS WILL
BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH
EASEMENTS SHALL TERMINATE AT NATURAL WATER
COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO
PUBLIC USE.
3. COMMON AREAS/OPEN SPACES ARE RESERVED WITH
PRIORITY FOR WATER SANITARY AND STORM SEWER
WHERE APPLICABLE. BUT NOT TO THE EXCLUSION OF
OTHER USES, AS PERMITTED BY SECT70N 4.7 OF
CHAPTER 18 OF THE ALBERMARLE COUNTY CODE.
4. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD
INSURANCE RATE MAP ZONE X (AREAS OF MINIMAL
FLOODING) AS SHOWN ON COMMUNITY PANEL NUMBER
51003C0145D, EFFECTIVE 0210412005
5. ALL ROADS ARE TO BE DEDICATED TO THE COUNTY FOR
PUBLIC USE.
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER,
AND ELECTRICITY
7. ONLY ONE DWELLING UNIT PER LOT
5. THE DEVELOPER RESERVES ALL THOSE WATER AND
SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A.
IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES. THESE EASEMENTS
WILL BE CENTERED ON THE FACILITIES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER
EASEMENT LOCATIONS ARE SHOWN HEREON
6. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE NORTH POINTE HOMEOWNERS
ASSOCIAT70N
7. THESE PARCELS ARE WITHIN THE
SOUTH FORK RIVANNA RESERVOIR
WATER SUPPLY WATERSHED.
8. THIS PARCEL IS NOT WITHIN AN
AGRICULTURAL -FORESTAL
DISTRICT
CURVE TABLE
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
66.00'
113.16'
98'14'01"
N4134'10 E
99.80'
C22
439.15'
120.29'
15'41'38"
S3924'41"W
119.91,
C43
580.50'
45.10'
427'06"
S562448"E
45.09'
C2
56, 45'
42.05'
42'40'39"
S40 40'53"E
41.08'
C23
346.92'
216.85'
35 48'53"
S1059 27"W
213.34'
C44
580.50'
13.32'
1 *18,51 "
S5977'47 E
13.32'
C3
25.00'
41.16'
94"1926"
N0356'33"E
36.66'
C24
25.00'
40.32'
9224'09"
S215657E
36.09'
C45
580.50'
172.55'
17*01'52"
N5126'16"W
171.92'
C4
219.50'
232.71'
604442"
N8128'37'E
221.97'
C25
25.00'
38.02'
8708'19"
N6749'10E
34.46'
C46
244.50'
71.41'
1644'02"
N5135'11"W
71.16'
C5
84.00'
49.36'
33'40'09"
S3621'53'E
48.66'
C26
25.00'
37.51'
855824"
N855432"W
34.09'
C47
469.15'
45.84'
535'54"
S4844'39"W
45.82'
C6
100. 00'
60. 76'
34 4847"
N36 46'38"W
59.83'
C27
280.50'
28.35'
5 47 25"
S535958"W
28. 33'
C48
469.15'
57 70'
7 02'46"
S42 25'18"W
57.66'
C7
230.50'
108.03'
2651'09"
N3740'42 E
107.04'
C28
280.50'
29739'
60'4442"
S812837"W
283.65'
C49
469.15'
163.59'
1958*41"
S4133'15'W
162.76'
C8
40.45'
24.27'
342253"
N3650'44"W
23.91'
C29
280.50'
58.03'
11505"
N8435'10"W
57.93'
C50
346.92'
16.48'
24321"
S30'75'34"W
16.48'
C9
169.50'
3.19'
104'38"
N24 4727E
3.19,
C30
580.50'
26.45'
236'40"
S4473'40 E
26.45'
C51
346.92'
216.85'
35 48'53"
S10 59 27"W
213.34'
C10
169.50'
60.08'
2078'36"
N3529'04 E
59.77'
C31
280.50'
51.45'
1030'31"
N7324'17"W
51.37'
C52
376.88'
17.9l'
24322"
S30'15'28"W
179l'
Cll
169.50'
16.17'
52755"
N4822'19 E
16.16'
C32
580.50'
43.52'
477'44"
S4740'52'E
43.51'
C53
280.50'
53.19'
1051'52"
S62'19'37"W
53.11'
C12
169.50'
79.44'
2651'09"
S37'40'42"W
78.71'
C33
280.50'
29739'
60'4442"
S8128'37"W
283.65'
C54
280.50'
53.18'
105149"
S73'11'27"W
53.10'
Ci3
544.50'
129.45'
1337'19"
S292243 E
129.15'
C34
25.00'
36.35'
83'18'45"
N092654 E
33.23'
C55
280.50'
53.19'
1051'50"
S8403'17"W
53.11,
C14
548.50'
105.15'
1059'01"
S1473'18'E
104.99'
C35
60.00'
126.60'
1205339"
S8720'42"W
104.39'
C56
219.50'
15.39'
401'01"
S53'06'47"W
15.39'
C15
354.00'
161.40'
260724"
S287055"E
160.01'
C36
645.50'
85.23'
733'55"
S3040'50"W
85.17'
C57
219.50'
43.70'
112424"
S604929"W
4363'
C16
60.00'
105.89'
101 06'48"
N88 09'13"E
92.67'
C37
554.50'
49.88'
5'09'13"
N31 53'11 E
49.86'
C58
219.50'
110.00'
28 4252"
S8053'06"W
108.86'
C17
90.00'
113.70'
7223'02"
SO359'02"W
106.29'
C38
120.00'
154.16'
73'3626"
N072938"W
143.78'
C59
469.15'
60.05'
720'01"
S35'73'55"W
60.01'
C18
519.50'
251.57'
274444"
S46 04'51'E
249.12'
C39
446.00'
192.83'
24 46'18"
N31 54'43"W
191.33'
C60
219.50'
43.86'
112655"
N79 02'00"W
4379'
C19
305.50'
96.98'
18'11'16"
S505135E
96.57'
C40
436.50'
6.03'
047'30"
N1642'10"W
6.03'
C61
219.50'
19.76'
5'0931"
N70'43'47"W
19.76'
C20
25.00'
38.02'
8707'47"
S8579'50'E
C21
439.15'
32.84'
4'17'04"
S4924'10"W
DRAWN BK SDF
34.46'
C41
455.50'
147.13'
1830'23"
N25 46'15"W
146.49'
32.83'
C42
580.50'
44.16'
421'32"
S520029'E
44.15'
CHECKED BY ENGINEER:
SH
ISITE I
VICINITY MAP SCALE:1 "=2,000'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SO FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
66
5,982
0.14
77
9,934
0.23
88
5,064
0.12
99
4, 300
0.10
67
6,478
0.15
78
12,009
0.28
89
4,195
0.10
100
4,297
0.10
68
6,448
0.15
79
12,491
0.29
90
4,977
0.11
101
4,150
0.10
69
5, 893
0.14
80
11,817
0.27
91
4,642
0.11
102
5,506
0.13
70
5,878
0.13
81
11,440
0.26
92
5,000
0.11
103
4, 553
0.10
71
5,853
0.13
82
9,548
0.22
93
5,506
0.13
104
4, 73O
0.11
72
5,862
0.13
83
10,110
0.23
94
6,224
0.14
105
4, 736
0.11
73
6,157
0.14
84
12,648
0.29
95
5,076
0.12
106
5,462
0.13
74
7, 513
0.17
85
4,599
0.11
96
4, 3O0
0.10
107
24,4741
0.56
75
8,551
0.20
86
4,604
0.11
97
4, 3OO
0.10
76
8,816
0.20
87
4,572
0.10
98
4, 3OO
0.10
LT H OF NORTH POINTE
SECTION 1A
DRAFT y RIVANNA DISTRICT
MAYNARD J TINSMAN III ALBEMARLE COUNTY, VIRGINIA
LIC ND. 2860
NOVEMBER 5, 2020
SCALE: N/A
11-05-2020 Townes
`ANO SURVEY°� Townes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 1 OF 4
I
—� SEWER SANITAR
EAvb
\ D.B. __� PG.
20' SANITARY \ \ R
SEWER EASEMENT
D.B. PG. _
/ MATCH LINE T
i
i
i
i
i VARIABLE WIDTH
SLOPE & DRAINAGE
EASEMENT
/ D.B. PG.
l 20' SANITARY (/ , V
SEWER EASEMENT-,—^
1 D.B. PG. __ I
\ VARIABLE WIDTH I I
SLOPE & DRAINAGE
�EASEMENT
\ D.B. PG.
\ I h
I
I v 92.52' N475259"E
VARIABLE
WIDTH VDOT
DRAINAGE
EASEMENT
D.B.
VARIABLE WIDTH SANITARY11 / 24' FORCE MAIN EASEMENT
SEWER EASEMENT / D.B. __, PG.
D.B. _�. PG.
NORTHSIDE
DRIVE
VARIABLE WIDTH R/W
D.B. __ PG.
\ \ VARIABLE WIDTH VDOT
\ \ DRAINAGE EASEMENT
D.B. PG. _
\ FORCE MAIN EASEMENT
D.B. ___ PG.
LEGEND
rs�ds��1l =CRITICAL SLOPE AREA
C A
DRAWN BY.• SDF
IEET , • • VARIABLE WIDTH
.63 SLOPE & DRAINAGE
h EASEMENT /
p• D.B. __ PG.
VARIABLE WIDTH /
SWM/BMP &DRAINAGE /
EASEMENT
D.B. PG.
l/ 24' FORCE MAIN
\ / / ASEMENT
�l D.B.
PG.
\
VARIABLE WIDTH
SANITARY SEWER
EASEMENT
D.B. ___ PG. - _
\VARIABLE WIDTH VDOT
DRAINAGE EASEMENT
D.B. — PG.
VARIABLE WIDTH VDOT
DRAINAGE EASEMENT
D.B. __, PG -----
O of Rev+
3 Ll U5 Ro 0
�E JP1 OP
SHEET 3 OF 4_
SHEET 2 OF 4
VIOLET HILL ASSOCIATES C/0 GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. J91
VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
D.B. PG.
VIOLET HILL ASSOCIATES C/0 GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
DRAFT -_
MAYNARD J TINSMAN III
LIC NO, 2860
11-05-2020
CHECKED BY ENGINEER:
MATCH
I OPEN
SPACE_ _C \ SHEET 3 OF 4 _
-- ACRES: 3.56 2 OF 4 GRAPHIC SCALE
ISO FT.' 154,980
` 50 0 25 50 100
r
N
\ VARIABLE WIDTH LZ <�,, ( IN FEET )
SANITARY SEWER 'o+'•'•'` 1 inch = 50 ft.
EASEMENT
�o VARIABLE Wl)THJ \<� PROPERTY LINE
DRAINAGE EASEMENT �s•
o \z \ MEANDERS t1,390'ALONG
THE ¢ OF CREEK
m No N 6733972.88 w
o\ �y E 11504097.17 \m\
0\ '\43\ VIOLET HILL ASSOCIATES C/0 GREAT
's C36 EASTERN MANAGEMENT CO
� �\ r \ PARCEL ID 03200-00-00-02300
L=28 64l (PART OF)
;\ \ D.B. 662, PG. 391
16' ACCESS �3 / ' VARIABLE WIDTH
`\�+` SANITARY SEWER
EASEMENT 2672' t jp0') \ <s\� / EASEMENT
(L=5.07') D.B. PG ---
VARIABLE WIDTH C
SANITARY SEWER\\ \N3�✓ \ --�
EASEMENT
h6 / tqI U,\
ro "6 /< IU UI N \t�T W
NcbY-
0.
r 9/, 0 I m'o \N� \• \ VARIABLE WIDTH
v j pgf / p\\ \\� �\44 l\--DRAINAGE EASEMENT
m \ D.B. PG.
V �9 \Z a�/ �y/
y \\ w�1 J^/h� b/a ry�/
<�\o. /
m \ / \� 0 /e11 � 3 •.\ �A9 •
\ 6j a OPEN
Q \, \�o%pf SPACE6 C NI� vo
SO FT., 154, 980
�
I \l`S2
VARIABLE WIDTH BMP & \
DRAINAGE EASEMENTro
\�s�
h \
b/:d/
L51'
/� / 20'
1 L96 ' �/� SANITARY rn 3
SEWER �Iw� CWH PROPERTIES LIMITED
�• 39'- 37, J EASEMENT •Io /•'L56 PARTNERSHIP
I� �E �� / •' PARCEL ID 03200-00-00-02000
N41 2513 / (PART OF)
19 / D. B. 2309, PG. 419
° VARIABLE WIDTHS
SLOPE & DRAINAGE ^),
EASEMENT `/ /
NORTH POINTE
SECTION 1A
RIVANNA DISTRICT
N 6734519.61 V ALBEMARLE COUNTY, VIRGINIA
/ SCALE. 1 `50' NOVEMBER 5, 2020
i • / PROPERTY LINE
�6z MEANDERS Townes
--'VARIABLE WIDTH / 11,390' ALONG SITE ENGINEERING
SLOPE & DRAINAGE THE ¢ OF CREEK 1 PARK WEST CIRCLE, SUI7E 108
EASEMENT / MIDLOTHIAN, VIRGINIA 23114
,D.B. _, PG. / PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 4
I
VARIABLE WIDTH
SANITARY SEWER
\ VIOLET HILL ASSOCIATES C/O GREAT EASEMENT
EASTERN MANAGEMENT CO \
PARCEL ID 03200-00-00-02300
(PART OF) cl
D.B. 662, PG. 391 ,o
\
\
SHEET 4 OF 4 _ _
SHEET 3 OF 4
_ _ _ _ _'
0
\
\
\
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L 1
N27 04'51 "E
11.46'
L 45
N90'00'00"W
13 31 '
L2
S2704'51"W
10.99'
L46
S525428"W
12.94'
L3
S3721'58"W
49.73'
L47
N8133'47"W
5.84'
L4
N602249"W
6.39'
L48
N5946'18"W
26.05'
L5
N7559'55"W
14.89'
L49
N90100'00"W
27.45'
L6
N0903'44 E
80.16'
L50
Nll'40'40"W
14.30'
LINE TABLE
L7
N3853'44"W
13.65'
L51
N712420"W
15.76'
LINE
BEARING
LENGTH
L8
S30'0121"W
JO.42'
L52
S8507'07"W
34.73'
L89
N3853'44"W
92.10'
L9
N2806'35 E
15.86'
L53
N8032'43"W
21.59,
L90
S5957'12 E
37.11'
L10
S6240'32"E
12Z14'
L54
N6642'23'W
10.47,
L92
N5957'12"W
37.11'
L11
S27'1928"W
20.00'
L55
N05'49'22"W
24.61,
L93
N0130'15 E
20.99'
L12
S2974'09 E
30.28'
L56
N195623"E
44.97'
L93
S5124'17"W
10.05'
L13
S515542"W
21.89'
L57
N312124"E
52.48,
L94
N3853'44"W
100.00'
L14
N5540'16"W
44.71'
L58
N2407'19"E
78.14,
L95
N7130'32"W
6.28'
L15
N0853'11"W
24.53'
L59
N0102'28"W
39.49,
L96
54125'13"W
16.90'
L16
N4353'06"W
5.81'
L60
N2507'55'E
112.89,
L97
S5824'31"E
22.08'
L17
S75'43'S0"W
9.53'
L61
N13'10'18"E
35.11,
L98
N5824'31"W
22.54'
L18
N61'10'25"W
22.67'
L62
N333151'E
80.47,
L99
N13-3652"W
26.66'
L19
N49'03'03"W
21.62'
L63
N2822'30'E
20.15,
L100
S7909'11 E
19,95'
L20
N15'13'20"W
15.23'
L64
N575849"W
J.88,
0�
Ap
b
SHEET 3 OF_4_
SHEET 2 OF 4
L21
N6431'43"W
21.56'
L65
S15'1751 E
4.17'
L22
N8657'16"W
17.50'
L66
S084249"E
56.84'
L23
N222846"W
22.60'
L67
S394354 E
21.51'
L24
N6040'17"W
15.03'
L68
N385328"W
15.95'
L25
N36'07'54"W
32.75'
L59
S3134'42"W
11.86'
L26
N693123"W
19.52'
L70
N68109'02"W
39.38'
L27
N06'49'04"W
14.57'
L71
S68 09'02 E
16.26'
L28
N244847"W
14.77'
L72
S094630"E
25.22'
L29
N86 41'39"W
18.90'
L73
S8094 24"W
20.00'
L30
N4754'11"W
36.86'
L74
N09'4630'W
14.07'
L31
N66 42 30"W
33.99'
L75
N385344"W
20.00'
L32
N4673380W
22.78'
L76
N5106'16 E
25346'
L33
N7126'36'W
22.31'
L77
S313442"W
11.85'
L34
N3729'02"W
13.62'
L78
S61'08'33"E
30.00'
L35
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120.87'
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LIC ND. 2860
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CAND SURNI TownEes
1 PARK WEST CIRCLE, SUITE 108
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CHECKED BY SURVEYOR:
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