HomeMy WebLinkAboutSUB202200160 Plat - Submittal (First) 2022-09-22PLAT SHOWING
A NEW PUBLIC WATERLINE EASEMENT AND
A NEW PUBLIC SANITARY SEWER EASEMENT
BENEFITING THE ALBEMARLE COUNTY SERVICE AUTHOR11 . Y
AND A NEW VARIBLE WIDTH PRIVATE DRAINAGE EASEMENT
LOT 2 SECTION IIE AND OPEN SPACE "A" SECTION IC
NORTH POINTE SUBDIVISION
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SEPTEMBER 1, 2022
SHEET 1 OF 2
WATERLINE EASEMENT
LINE
BEARING
DISTANCE
WEl
S43*19*48"E
109.63'
WE2
S20*49'48"E
37.05'
WE3
S09*34'48"E
32.43'
WE4
S01*40'12"W
4 ' 29'
WE5
S12*55'12"W
26,99,
WE6
S24*26'52"W
27.94'
-WE7
S36*41'52"W
16 ' 33'
WE8
S36*41'52"W
54,97'
WE9
S53*18'08"E
25.41'
WE10
S36*41'52"W
2.61'
WEll
S51*14'09"W
19.25'
WE12
N38*45'51"W
174.94'
WE13
N51*14'09"E
39.38'
WE14
S51*14'09"W
129,40'
WE15
S38*45'51"E
37.41'
WE16
S51*14'09"W
27.65'
WE17
S38*45'51"E
198.27'
WE18
S51*07'23"W
68.83'
WE19
S38*45'51"E
28.11'
WE20
N51*14'09"E
42.93'
WE21
S38*45'51"E
132.62'
WE22
S61*15'51"E
30.93'
WE23
S83*45'51"E
22.76'
WE24
N06*14'16"E
29.20'
WE25
S83*45'51"E
5.01,
WE26
S06*12'46"W
15.20'
WE27
S38*46'05"E
46.20'
WE28
S83*45'51"E
12.51'
WE29
N51014'09"E
131.50'
WE30
N38*49'35"W
33.59'
WE31
N51*14'09"E
135,49'
WE32
N38*45'51"W
245.78'
WE33
N51*14'09"E
21.08'
WE34
N38045'51"W
47.86'
WE35
N70*44'57"W
134.60'
WE36
N65*14'15"W
3,08'
WE37
S24*45'45"W
22.19'
WE38
N65*14'15"W
33.38'
OWNER'S APPROVAL:
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND, A NEW PUBLIC WATERLINE EASEMENT,
A NEW PUBLIC SANITARY SEWER EASEMENT AND A NEW
VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT,
IS WITH FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES, IF ANY.
NORTH POINTE
CHARLOTTESVILLE LLC
TMP 32-23R2 IS WITHIN NORTH FORK RIVANNA WATERSHED
AND NOT IN THE WATER SUPPLY WATERSHED.
TMP 32-23R2 IS ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL
ANY STREAM BUFFER(S) SHOWN HEREON SHALL BE
MANAGED IN ACCORDANCE WITH THE WATER
PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
SOME EASEMENTS OTHER THAN THOSE
SHOWN HEREON MAY EXIST.
THIS PARCEL LIES IN AN AREA DESIGNATED AS ZONE X
(UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
MAP 51003CO145D DATED: FEBRUARY 4, 2005
I HEREBY CERTIFY THAT THIS EASEMENT PLAT, TO THE BEST
OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT
AND COMPLIES WITH THE MINIMUM PROCEDURES AND
STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD
OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS,
CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS.
DATE
NOTARY PUBLIC:
STATE OF
CITY/COUNTY OF
THE FOREGOING WAS ACKNOWLEDGED
BEFORE ME THIS - DAY OF
20- BY
MY COMMISSION EXPIRES:
LINE
ARC
CHORD BEARING RADIUS
DELTA
CHORD
TANGENT
Cl
38.02'
N85*19'51"W 25.00'
87*07'47"
34.46'
23.78'
C2
96.98'
N50*51'35"W 305.50,
18*11'16"
96.57'
48.90'
C3
251.57'
N46*04'50"W 519.5 0'
27*44*44"
249.12'
128.30'
C4
113.70'
NO3*59'02"E 90.00,
72*23'02"
106.29'
65.85'
C5
340.37'
N57*45'39"E 554.50'
35*10'12"
335.05'
175.74'
WC1
68.72'
S03*57'18"E 350.00'
11015,001,
68.61,
34.47'
WC2
68.72'
S07*17'42"W 350.00'
11015,001,
68.61,
34.47'
WC3
31.50'
S67'59'36"E 327.50'
5*30'42"
31.49'
15.76'
SANITARY
SEWER EASEMENT
DRAINAGE EASEMENT
LINE BEARING DISTANCE
LINE
BEARING
DISTANCE
SE1
Nll*35*27"E 40.66'
DEI
N56*59'41"E
39,35'
SE2 S76*50'39"E 20.01'
DE2
N12*30'43"E
18.03'
SE3
Sll*35'27"W 56.61'
DE3
S32*29'17"E
12,35'
DE4
N68*51'11"E
16.14'
DE5
N37*55'24"E
13,37'
DE6
S35*44'03"E
21.36'
DE7
S56*59'41"W
79.481
NOTARY PUBLIC
TITLE REFERENCES:
OLIFFSTONE
BLVD
VICINITY MAP 1" = 2000'
TITLE REFERENCES:
TMP 32-23R2
TMP 32H-A2
NORTH POINTE
NORTH POINTE
CHARLOTTESVILLE, LLC
CHARLOTTESVILLE, LLC
D.B. 5432 P. 396
D.B. 5432 P. 396
INST12022-10324 PLAT
INST12022-6735 PLAT
INST12022-9740 PLAT
INST12022-6735 PLAT
INST12022-1742 PLAT
D.B. 5627 P. 227 PLAT
D.B. 5609 P. 135 PLAT
D.B. 5209 P. 15 SWIM
D.B. 5475 P. 72 VEPCO
COUNTY APPROVAL:
D.B. 5609 P. 32 C&R
D.B. 5609 P. 86 DRAINAGE
D.B. 5609 P. 102 STORM
D.B. 5609 P. 129 ACSA
AGENT OF
THE BOARD OF DATE
D.B. 5627 P. 195 C&R
SUPERVISORS
D.B. 5627 P. 233 DRAINAGE
D.B. 5627 P. 249 DRAINAGE
SNLTH 0
D.B. 5627 P. 258 ACSA
D.B. 5634 P. 600
INST12022-1743 DRAINAGE
INST12022-4834 C&R
REVIEW
LIN LN
INST12022-6918 C&R
C.) "k
INST12022-9740 DRAINAGE
INST12022-10015 SWM
CHRISTOPHER B. KEAN
SURVEYING
INST12022-10016 C&R
LIC. NO. 2378
INST12022-10072 ACSA
INST12022-10073 ACSA
Innovaflon. Integrity. Vision,
INST12022-10074 ACSA
INST12022-10324 ACSA
632 BERKMAR CIRCLE
s
CHARLOTTESVILLE, VIRGINIA 22901
OFFICE 434-974-1417
121009803-22243-EP-BASE.PRO 121-0098-03
NEW ACSA
PUBLIC SANITARY
SEWER EASEM EN7
973 S.F.
PUBLIC
DRAINA(
EASEME
INST.120
Tli
TMP 32-23E A = 17.53
NORTH POINTE
CHARLOTTESVILLE, LLC
INST12020-17060
LOT 3
SECTION 1E
a
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Lu
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REVIEW
SEPTEMBER 1, 2022
SHEET 2 OF 2
121009803-22243-EP-BASE.PRO
20, ACSA
SANITARY SEWER
4T PUBLIC
EASEMEN -6735
INST.02022
D E�6 NEW VAR. WIDTH PRIVATE
DE5if �DRAINAGE EASEMENT
1,649 S.F.
IbJ�
S38-53'44"E
4T
22-6735--�
7M
195.11
i L—ee-��
25.92' 20.11'
TIE 110 74'
20.37'
-----------
WI . .......
..
7 io
20' PUBLIC WATER
EASEMENT
INST.02020-10324
oz
CENTER OF
:Jw
mm
EASEMENT
SHOWN
'w
'w
mw
�
m
22.5'
150�0
I' '
mw
-�c g aj
WE10--�.
-------------------------
WE12
.. ...........................
20'
INDICATES
EASEMENT WIDTH
ITYP.)
VEPCO EASEMENT
D.B. 5475 P. 72
TMP 32H-A2
NORTH POINTE
CHARLOTTESVILLE, LLC
D.B. 5432 P. 396
INST.12022-6735 PLAT
OPEN SPACE "A"
SECTION 1C
S38*53'44"E
0
INDICATES
EASEMENT WIDTH
23' (TYP.)
17"E2F2 20'
..........................
WE34 WE32
-------------------------------------------
VE 6
WE37 TMP 32-23R2 i
i , . I \ . I
No LOT 2 i
10.88 ACRES b�'&31
NEW ACSA PUBLIC
7--WATERLINE EASEMENT
i" 44,908 S.F.
NoR7-HSIDE DRIVE �F58 �66' 2
61' PUEUC R/W
TM 32H-C Lu
NORTH POINTE Lu
CHARLOTTESVILLE, LLC ir LU
INST12020-17639 C/)
SCALE IN FEET c/)
OPEN SPACE "C" o CL
121-0098-03 PHASE IIA c:
0 40 80 160 0
vgi L ------------
----------- A��l .............
20'
................ —
.............
VARIABLE WIDTH
03 DRAINAGE EASEMENT
D.B. 5609 P. 86
D.B. 5609 P. 129
E25 15
37.
w
o
<
_j
z cr
co
w
c)
VARIABLE WIDTH
DRAINAGE EASEMENTI
D.B. 6609 P. 86
D.B. 6609 P. 129