HomeMy WebLinkAboutSUB202100109 Plat - Submittal (First) 2021-06-07I
OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTS
SEC77ON 1B 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
NOTARY PUBLIC
20-
MY COMMISSION EXPIRES
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 RECORDATI0N IN
ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE SET WITHIN
ONE (1) YEAR OF RECORDATION.
MAYNARD J. TINSMAN III
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
SITE DATA
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. 7M 32-23 (PART OF)
MAGISTERIAL DISTRICT. RIVANNA
DRAINAGE DISTRICT.- NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICTPD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
SINGLE FAMILY DETACHED LOTS 44-65
SETBACK REQUIREMENTS. • FRONT- 10'
SIDE- 6'
REAR- 20'
ZERO LOT LINE LOTS 38-43
SETBACK REQUIREMENTS. • FRONT- 10'
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
DENOTES 5/8" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDATION.
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S 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.THE 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
20'
STRUCTURE FIRE
HYDRANT BLOW -OFF
ASSEMBLY OR WATER
METER ASSEMBLY.
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
UTILITIES ON OR WITHIN 10' OF
PRIVATE LOTS
CENTER OF PIPE OR CENTER OF
DRAINAGE SCALE CHANNEL.
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 SECTION 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.CSA.
IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES THESE EASEMENTS
WILL BE CENTERED ON THE FACILITIES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER
EASEMENT LOCA77ONS ARE SHOWN HEREON
6. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE NORTH POINTE HOMEOWNERS
ASSOCIATION
7. THESE PARCELS ARE WITHIN THE
SOUTH FORK RIVANNA RESERVOIR
WATER SUPPLY WATERSHED.
8. THIS PARCEL IS NOT WITHIN AN
AGRICULTURAL -FORESTAL
DISTRICT
SITE
VICINITY MAP SCALE:1 "=2,000'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
38
5, 043
a 12
45
13, 547
O. J7
52
14, 366
0.33
59
6,161
0.14
39
6,248
0.14
46
13,754
0.32
53
10,079
0.23
60
6, 673
0.15
40
5, 385
a 12
47
7,521
0.17
54
9,790
0.22
61
6, 643
0.15
41
4,870
0.11
48
8,460
0.19
55
7,074
0.16
62
6,071
0.14
42
4,692
0.11
49
13,009
0. JO
56
6,374
0.15
63
6,057
0.14
43
1 6,644
1 0.15
1 50
1 11,992
1 0.28
1 57
1 6,193
1 0.14
1 64
1 6, 032
1 0.14
44
1 16,9751
0.39
1 51
110,9871
0.25
1 58
1 6,181
1 0.14
1 65
1 6,007
1 0.14
CURVE TABLE
CURVE TABLE
CURVE TABLE
LINE TABLE
LINE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
Cl
554.50'
224.J5'
237056"
N474823"E
22283'
C23
169.50,
17J.91'
58'47'11"
N2704'19"W
166.38'
C45
262.00'
4.55'
05946"
S075827E
4.55'
L1
S364433"E
14.49'
L12
N3644'33"W
14.14'
C2
75.00'
101.73'
77'42'48"
NO2'38'29"W
94.11'
C24
25.00'
39.27'
9000'00"
S78'32'06"W
J5.J6'
C46
276.00'
19.06'
3'5722"
S05'5523"E
19.05'
L2
N412953"W
10.42'
L13
S367255"W
52.91'
C3
48.00'
80.78'
9625'31"
N8404'30"E
71.58'
C25
269.50'
57.12'
1208'40"
N450156 E
57.02'
C47
280.50'
34.71'
7'05'27"
S0231'40"E
34.69'
L3
S2050'00"W
31.38'
L14
S33'43'09 E
73.73'
C4
435.92'
6.46'
05059"
S2744'23"W
6.46'
C26
269.50'
109.57'
2J77'40"
N277847E
108.82'
C48
280.50'
53.21'
1052'04"
S0627'05"W
53.13'
L4
S54'0822E
15.81'
L15
S1245'00"E
39.47'
C5
62.50'
81.75'
745622"
S1638'11 E
76.04'
C27
269.50'
43.39'
993'28"
N11'03'13"E
43.J4'
C49
280.50'
77.94'
1555'11"
S1950'43"W
77.69'
L5
S4628'20 E
31.66'
L16
N3853'44"W
11.50'
C6
104.50'
12.59'
654'02"
S50'J921 E
12.58'
C28
269.50'
19.J8'
407'1J"
N042253"E
19.38'
C50
20758.59'
56.90'
00925"
S5054'19"W
56.90'
L6
S53'43'15"W
61.00'
L17
N67'4350"E
8.58'
C7
430.50'
76.59'
10'11'35"
S4122'32"E
76.49'
C29
169.50'
28.78'
943'37"
NO2'3232"W
28.74'
C51
230.50'
50.56'
1234'07"
S50'10'51 E
50.46'
L7
N51'06'16 E
21.07'
L18
S4236'55"W
68.32'
C8
369.50'
84.17'
13'03'03"
S29'45'13"E
83.98'
C30
169.50'
113.36'
38'19'14"
N263357"W
111.26'
C52
230.50'
57.59'
1478'53"
S364421'E
57.44'
L8
N80'53'44 E
32.69'
L19
N4723'05"W
20.00'
C9
20788.59'
502.07'
123'01"
S50'51'10"W
502.05'
C31
169.50'
31.77'
1044'20"
N5105'44"W
31.72'
C5J
230.50'
56.58'
1403'50"
S22'3259 E
56.44'
L9
S02'19'16"W
42.50'
L20
S2454'19"W
20.40'
C10
25.00'
39.25'
895741"
N060725'E
3534'
C32
25.00'
45.55'
10423'14"
N1839'32"W
39.50'
C54
230.50'
50.10'
1227'11"
S09'1729'E
50.00'
L10
S562754 E
48.40'
L21
N443921 E
21.06'
Cll
25.00'
39.27'
895920"
S8354'04"E
3535'
C3J
25.00'
39.12'
8939'13"
N7070'52"E
3525'
C55
230.50'
21.67'
523'09"
S0022'18"E
21.66'
Lll
NO2'19'17E
42.50'
L22
S495420"W
17.71'
C12
369.50'
79.1X
12'16'14"
N422452"W
78.98'
C34
1 219.50'
237.89'
620549"
N0541'39"W
226.42'
C13
75.00'
124.66'
95'14'07"
S83'4958"W
110.80'
CJ5
25.00'
37.20'
85'15'06"
N7922'07"W
3386'
C14
645.00'
118.96'
1034'03"
S4253'12"W
118.79'
C36
645.50'
15.68'
12331 "
S58'42'05"W
15.68'
C15
25.00'
J7.05'
845432"
S054243"W
J3.75'
C37
330.50'
14.00'
22536"
S495327"W
14.00'
C16
284.50'
42.46'
833'07"
S21'1932"E
42.4J'
C38
369.50'
163.30'
25'19'17"
N3553'20"W
161.97'
C17
262.00'
45.58'
958'06"
N122737"W
45.51'
C39
22500'
46.37'
1148'26"
N745931 E
46.28'
C18
28a50'
165.86'
335242"
N1051'57 E
163.45'
C40
175.00'
36.06'
1148'26"
N745931 E
36.00'
C19
25.00'
36.77'
84'16'13"
S14'19'48"E
JJ54'
C41
20758.59'
260.17'
O'43'05"
S51'11'08"W
260.17'
C20
230.50'
2J6.50'
58 47'11 "
N2704'19"W
226.26'
C42
284.50'
24.76'
459'11 "
N23'06'30"W
24.75'
C21
J30.50'
281.40'
48'4659"
N264246"E
272.97'
C43
284.50'
17.70'
33356"
N784956"W
17.70'
C22
269.50'
229.46'
48'47'00"
N264246'E
222.59'
C44
262.00'
41.03'
858'20"
S12'57J0"E
40.99'
DRAWN BY.• SDF
C56
330.50'
48.81'
82745"
S0633'09"W
48.77'
C57
330.50'
44.74'
745'20"
S1439'41"W
44.70'
C58
330.50'
56.52'
9 4756"
S2326'19"W
56.45'
C59
330.50'
59.77'
1021'43"
S3J'31'09"W
59.69'
C60
330.50'
57.56'
9 58'40"
S43'41 21 "W
57.48'
C62
20758.59'
57.00'
1 0 09 26"
1 S51 03'44"W
57.00,
C63
20758.59'
57. 00'
0 09 26"
S5111 i'l 1 "W
57. 00'
C64
20758.59'
57.00'
0 09 26"
S512237"W
57.00'
C65
20758.59'
3227'
0'05 21 "
S5130'07 "W
32.27'
CHECKED BY ENGINEER:
�EpLTH OF NORTH POINTE
SECTION 1 B
JTINSMAN
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A MAY 19, 2021
Townes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET i OF 3
SHEET 30F3�ry/ `1-9 (n \� SHEET 30F3
SHEET 2 OF 3 q0 61.) N SHEET 2 OF 3
VIOLET HILL ASSOCIATES CIO GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
F-
I
I Z DRAINAGE
E
I � EASEMENT
D.B. PG.
20' DRAINAGE
EASEMENT
D.B. ---' PG. ---
I I I I ro°
1I°
—L18 1;
ICI JIB 76_54�
N4'36 55 E 2
20' DRAINAGE
EASEMENT
GRACE BAPTIST CHURCH; BRUCE
CATLETT, EMMA E CARDEN & RUTH
JOHANSEN TRUST
PARCEL ID 03200-00-00-023HI
D. B. 3566, PG. 225
44
VIOLET HILL ASSOCIATES CIO GREAT
G 1,448 SO. FT EASTERN MANAGEMENT CO
\ I I I I N 67;
0' DRAINAGE
n
EASEMENT
. I _ PG _
�
yM
16' ACCESS
rnb lM`J
EASEMENTS
J� U
D.B. ___,
PG.
r
cn \►`I
__
��N
I
4 0
�
I `^1
A"
i
/ VARIABLE WIDTH SANITARY
SEWER EASEMENT
/ D.B. PG. -----
0
/ ACRES: 4.06
L3 SO FT 176,764
DRAWN BY.• SDF
46
46
e?s.
45
AQ
a2 0
47
—VARIABLE WIDTH
DRAINAGE EASEMENT
v
VAR/ABLE WIDTH
SANITARY SEWER
EASEMENT
PARCEL ID 03200-00-00-02300 I V V
OPEN (PART OF) d
SPACE A D.B. 662, PG. 391 �I W
970.90 A CRES: 1. 96 °
v 734.36 SO FT 85,450
JAM VAR/ABLE WIDTH H
SANITARY SEWER /
EASEMENT
/ � J
/ 6 3j M
N g7.96 Gh `v cis
4� C36
5j 02 L_70.98 VIOLET HILL ASSOCIATES CIO GREAT
/ 364' C14 EASTERN MANAGEMENT CO
/ LP2 o PARCEL /D 03200-00-00-02300
L13 (PART OF)
0 D.B. 662, PG. 391
/ 107.95 0
51'5 Al.16 S36.1� W '�/
�6z/r O
NE z
li LI s' L v N 1/J "'Cl N 6734874.26
130 B�EEID R/ E 11505224.67
VARIA
LEGEND
v'3 vsO =CRITICAL SLOPE AREA
CCSACSA�
VIOLET HILL ASSOCIATES CIO GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
CHECKED BY ENGINEER.
L
DRAFT T
MAYNARD J TINSMAN III
LIC. ND. 2860
06-04-2021
NORTH POINTE
SECTION 1 B
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1'=50" MAY 19, 2027
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTH/AN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 3
GRACE BAPTIST CHURCH; BRUCE
CATLETT, EMMA E CARDEN & RUTH
JOHANSEN TRUST
PARCEL ID 03200-00-00-023HI /
D.B. 3566, PG. 225
52
PRITCHETT LANE
VARIABLE WIDTH RIW
0
0
v
(L=46.5
C50
I2
w
?
cn
00
rn 55
fw
{:
io
w
rn
N _
n S51'06
G
yo%
/
ill- 549
S5074'45"W_200_20'_ i0.00'
SPACE C I ��
ACRES: 1. 17 rn I
SO Fr. 51,166
VAR/ABLE W/OTH BMP &
- DRAINAGE EASEMEN T--\
OPEN
SPACgEE 0. C
SO FT: 7,608
51
O5)
146.
50
�• 20' DRAINAGE 1°pI
EASEMENT
Z� 54 a l
s.
\� 10.00"
ems,
53
G 0 tJ
r1I /•9���0
pp0�/ �pryv9
s/J h .($YID G)0
h
B / o k Vry�Oo
a• hJK 1 ZO
I ��• Gry0 �x
2 s
40
39
VARIABLE WIDTH 3332� V 5 OS)
SANITARY 5 10
—SEWER
EASEMENT 36
L=
C41T,
..
62.00'
62.00'
56.90
C62
C63
C64 N
C65 24.74'
0
Of
0i
U
`A
(11
f
V
00
fw
_
Ala
m
ado
v u
o
m 59 m
y 60
cc
e
5-7 1(-1
56 0
� 11
r;
}caw
v 56 fI
a
�
TW
N
'0' TEMPORARY
CONSTRUCTION
EASEMENT 99 30,)
2(L� oI
Gc26 'I
l�/112i 91.69 N41 2 43
( o9s iw
41
VARIABLE WIDTH / �`� IK
iAN/TARY SEWER +j o
/EASEMENr
� PEN
/tK SPACE
6fh°/
p'�rB
°7SO FP
/66V�
,352 6�
C3
•�
g,/y0
till
'I
E
VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
OPEN ACRES: 1.17
SPACE C SO FT., 51,166
57.00' 1 57.00' 1 57
m ro 63 m° a 64 m
� 01
� o
603.66'
VARIABLE WIDTH
SANITARY SEWER THICKET RUN PLACE
EASEMENT 61' RIW
10' PEDESTRIAN
EASEMENT LOT 40 VIOLET HILL ASSOCIATES CIO GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 66Z PG. 391
NOR THPOINTE
SECTION 1A
PG.
o w
`s a
LOT 66
THICKET
R UN
PLACE
61 ' RIW
P.B. __, PG.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
LEGEND
Cen es3i =CRITICAL SLOPE AREA
CSA — C.-
I (IDY. �••/ ��
N46'OB'13"E 169.72' H
(7
�\
6rE
N
j1800
1433
SHEET 3 OF 3
61')
SHEET 2 OFT_
(140
�
6'E 152.91 \ o z
N333�
c
NORTH POINTS
o 1 i
pSECTION
1B
N 6734433.13
yRIVANNA
III0�,
DISTRICT
W
E 11505339.58
u
COUNTY, VIRGINIA
(j1340605ALBEMARLE
46
t4
1'=50' MAY 19, 2021
\SCALE:
2 y10
VARIABLE WIDTH
o
Townes
DRAINAGE EASEMENT
rn
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
$0)
f
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
�4
DRAWN BY.• SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR:
SHEET 3 OF