HomeMy WebLinkAboutSUB202100107 Plat - Submittal (First) 2021-06-07I
OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTS
SECTION 1D 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
SITE DA TA
OWNER: GREAT EASTERN MANAGEMENT
DAVID MITCHELL, ELT
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE (434) 296-4109
FAX: (434) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE: TM 32-20 (PART OF), TM 32-23 (PART OF)
MAGISTERIAL DISTRICT RIVANNA
DRAINAGE DISTRICT NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT PD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
STATE OF VIRGINIA
CITY/COUNTY OF -----------TO WIT: ZERO LOT LINE LOTS 1-16
1, ______________- A NOTARY PUBLIC IN AND FOR THE COMMONWEALTH AT SETBACK REQUIREMENTS FRONT- 10'
LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT ------- _______- WHOSE SIDE- 0, BUT 10' BETWEEN BUILDINGS
NAME IS SIGNED TO THE FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME REAR- 10'
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 RECORDATION IN
ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE SET WITHIN
ONE (1) YEAR OF RECORDARON.
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 7HE 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 U77LITY
EASEMENT ALONG ALL PROPERTY LINES.
3.THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY
EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES
MAYNARD J. TINSMAN III 20'
STRUCTURE FIRE
HYDRANT BLOW -OFF
ASSEMBLY OR WATER
METER ASSEMBLY.
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
25.00'
37.20'
85'15'06"
S7922'07"E
33.86'
C16
35.00'
13.15'
2132'05"
S7607'47"W
13.08,
C2
219.50'
23Z89'
62'05'49"
S054139 E
226.42'
C17
60.50'
41.02'
3850'42"
S67'28'28"W
40.24'
C3
25.00'
39.12'
8939'13"
S70'10'52"W
35.25'
C18
60.50'
35.05'
33'11'48"
S3127'14"W
34.56'
C4
169.50'
65.31'
2204'38"
S8153'28 E
64.91'
C19
60.50'
42.64'
402242"
S0520'01E
41.76'
C5
445.50'
53.05'
6 4921 "
N62 4832"E
53.02'
C20
60.50'
42.85'
4035'05"
S45 4855'E
41.96'
C6
645.50'
15.68'
12331"
N58'42'05"E
15.68'
C21
60.50'
31.21'
2933'10"
S8053'02'E
30.86'
C7
230.50'
205.05'
5058'11"
S893123"W
198.36'
C22
60.50'
58.78'
5539'54"
N5630'25'E
56.49'
C8
35.00'
13.96'
2251'31"
S7528'04"W
13.87'
C23
60.50'
29.43'
27'52'32"
N1444'12'E
29.15'
C9
60.50'
280.98'
266 05'53"
S46 09'07"E
88.42'
C24
169.50'
68.14'
23'01'55"
N75'33'16 E
67.68'
C10
35.00'
38.63'
63'1422"
N3225'07"E
36.70'
C25
169.50'
133.45'
4506'33"
N8635'35"E
130.03'
C71
230.50'
58.26'
142856"
N72'13'59"W
58.11'
C26
25.00'
34.54'
790855"
S8225'13"E
31.85'
C12
230.50'
53.79'
1322'18"
N86'09'36"W
53.67'
C27
25.00'
2.66'
6001"
S3947'40"E
2.66'
C73
230.50'
53.80'
1322'19"
S8028'05"W
53.67'
C28
219.50'
56.32'
1442'07"
S292330"E
56.17'
C14
230.50'
39.20'
94438"
S68'54'37"W
39.15,
C29
219.50'
96.31'
25'08'23"
S0928'15 E
95.54'
C15
35.00'
0.81'
1'1926"
S6442'01"W
0.81'
C30
1 219.50'
1 85.26'
1 22'15'19"
S14'13'36"W
i 84.72'
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
DRAWN BY: SDF
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
U77LIT7ES ON OR WITHIN 10' OF
PRIVATE LOTS.
CENTER OF PIPE OR CENTER OF
DRAINAGE SWALE CHANNEL.
LINE TABLE
LINE
BEARING
LENG7H
L1
S364433"E
14.14'
L2
S00'11'47"E
67.61'
L3
N8323'28"W
58.52'
L4
N53'50'48"W
84.47'
L5
N80'3425"W
93.55'
L6
N30'36'09"W
5.89'
L7
S68 04'41 "W
98.86'
L8
S59 23'51 "W
20.00'
L9
N78'3959"W
J..35'
L10
N67'57'00"W
77.71'
Lll
S82'35'34"W
4.08'
L12
N8235'34"E
7.77'
L 13
N65 2526 E
127.21 '
L 14
S74'09'44"W
126.61 '
CHECKED BY ENGINEER:
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.C.SA.
IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES. 7HESE EASEMENTS
WILL BE CEN7ERED ON THE FACILITIES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER
EASEMENT LOCATIONS ARE SHOWN HEREON
6. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY 7HE NORTH POINTE HOMEOWNERS
ASSOCIA TION
7. THESE PARCELS ARE WITHIN THE
SOU7H FORK RIVANNA RESERVOIR
WATER SUPPLY WATERSHED.
8. THIS PARCEL IS NOT WITHIN AN
AGRICUL TURAL -FORESTAL
DISTRICT
VICINITY MAP SCALE) "=21000' 1
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SO FT
ACRE
LOT
SO FT
ACRE
LOT
SQ FT
ACRE
1
7,674
0.18
7
6,315
0.14
13
10,637
0.24
2
6,257
0.14
8
6,137
0.14
14
5, 343
0.12
3
9,018
0.21
9
5,229
0.12
15
5,502
0.13
4
10,001
0.23
10
9,706
0.22
16
7,324
0.17
5 19, 916 10.23 I 11 114,295 10.33
6 1 7,710 1 0.18 1 12 110,254 1 0.24
DTINSMAN
c NORTH POINTE
SECTION 1D
y RIVANNA DISTRICT
III ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A MAY 20, 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 2
1
20' SANITARY
(100.78) 10 3,
\ 9-
CLIFFST ONE
BOULEVARD
VARIABLE WIDTH R/W
P.B. __, PG. ___
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
DRAWN BY.• SDF
/ 3
/ VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
o a 3
` Ixo
a
5
VARIABLE WIDTH
SANITARY SEWER
EASEMENT
559 2 51 "W
DgIyE
ET R RIP /
P B'
I NORTHPOINTE
SECTION 1C
P.B.__, PG.
LOT 17
11
M,
LOT 18
LOT 19
VARIABLE
VAR/ABLE
WIDTH
WIDTH
SANITARY
SANITARY
SEWER
SEWER
EASEMENT
EASEMENT
P.B.
PG.
%
(144j VAR/ABLE
i WIDTH 16
\ DRAINAGE
¢ EASEMENT
0
RRAW
7
L-4
N75 83'
E A Ss.1s'
ACRES: 0.29
SO FL, 12,595
N5923.51 E 554.
VIOLET HILL ASSOCIATES CIO GREAT
EASTERN MANAGEMENT CO
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
NOR THPOINTE
SECTION 1C
P.B.__, PG. __
LOT 23
LOT 22
LOT 21
LOT 20 /
6,W
32 /7.26
/ 533 27
65 01 a°
v
15 R :v 14 ,4
76'
p� cE
CHECKED BY ENGINEER. -
N
2
332 O5�
56.91'
73'S1 E 649.
/
T 24I II
� wp�
DRAINAGE
EASEMENT
9 �ti 10 £�yr
VAR/ABLE WIDTH
`ram J
P SANITARY SEWER`rq.
EASEMENT
_S52_06"44"W 19574'
53.13' -
(65.01
146.8 164.71"
549'16'06 "W_ 198.60 _
060.38) N52'06'44'"E
(141.77')
VAR/ABLE WIDTH SLOPE &
DRAINAGE EASEMENT
VARIABLE WIDTH
_SANITARY SEWER
EASEMENT
P.B. PG.
NOR THPOINTE
SECTION 1C
P.B.__, PG. ---
OPEN SPACE A
(73 �
1 1 01
a
x� Ql
}o
I NIN �
542 26 W
57.63'
VIOLET HILL ASSOCIATES CIO GREAT
EASTERN MANAGEMENT CO
PARCEL /D 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
.VARIABLE WIDTH
SANITARY SEWER
EASEMENT
0 20' DRAINAGE
h EASEMENT
P.B. PG.
\I �
i
l�
VARIABLE WIDTH
-SANITARY SEWER
EASEMENT
P.B. ___, PG.
VARIABLE WIDTH SLOPE &
\ DRAINAGE EASEMENT
\ P.B. PG. ___
20" SANITARY \IP \
SEWER EASEMENT
P.B. _ PG. _
pLTH -;3 NORTH POINTE
SECTION 1 D
DRAFT y RIVANNA DISTRICT
MAYNARD J TINSMAN III
LIC. ND. 2860 ALBEMARLE COUNTY, VIRGINIA
06-04-2021 SCALE: 1 `50' MAY 20, 2027
Townes
CgNDSURVETownes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 2