HomeMy WebLinkAboutSUB202100109 Plat - Revision 2021-08-25I
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.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
NORTH POINTE CHARLOTTESWLLE LLC
LENDER:
FIRST BANK & TRUST COMPANY
BY. (SEAL)
JONATHAN B. COMER, SENIOR VICE-PRESIDENT
COMMERCIAL LOAN OFFICER
STATE OF VIRGINIA
CITY/COUNTY OF TO WIT.
1, 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 _______. 20__.
MY COMMISSION EXPIRES_______
NOTARY PUBLIC
STATE OF VIRGINIA
CITY/COUNTY OF _____________TO WIT.•
11 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.
DRAWN BY.• SDF
MAYNARD J. TINSMAN 111
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. • NORTH POINTE CHARLOTTESVILLE LLC
IMP 32-23 (PART OF) D.B. 5432, PG. 396
MAGISTERIAL DISTRICT RIVANNA
DRAINAGE DISTRICT.- NORTH FORK RIVANNA, ✓ACOBS RUN
ZONING DISTRICT: PD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
SINGLE FAMILY DETACHED LOTS 44-65
SETBACK REQUIREMENTS. FRONT- MIN 10' MAX 50'
SIDE- 6'
REAR- 20'
GARAGE DOORWAY- 18'
ZERO LOT LINE LOTS 38-43
SETBACK REQUIREMENTS FRONT- MIN 10' MAX 50'
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
GARAGE DOORWAY- 18'
• DENOTES 518" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDATION.
20'
TYPICAL EASEMENT UNLESS
07HERW/SE INDICATED FOR
UTILITIES ON OR WITHIN 10'
OF PRIVATE LOTS.
1 10- 1 STRUCTURE FIRE L CENTER OF PIPE OR CENTER
HYDRANT BLOW -OFF OF DRAINAGE SWALE
ASSEMBLY OR WATER CHANNEL.
METER ASSEMBLY.
ZONING NOTES
1. THIS PROPERTY CONTAINS THE FOLLOWING OVERLAYS"
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD HAZARD
OVERLAY (100 YEAR FLOOOPLAIN), STEEP SLOPES (MANAGED
AND PRESERVED), AND WATER PROTECTI0N ORDINANCE
(WPO)BUFFERS
2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, ZMA2013-7,
ZMA2000-9, SP2015-03, AND SP2002-72
Affordable Units "For Sale" Trackine Table North Pointe
Single Family Multi Family Other AH Total For
Unit Type
AH For Sale
AHFor Sale
For Sale
Sete
Required
16
12
12
40
Phase 1A-1DAH Previously Provided
16
0
0
16
Phase IEAH Provided
0
0
0
0
For Sale Units ofall Typesin Phase lE
0
0
0
0
% of AH Proposed Phase lE
0.00%
0.00%
0.00%
0.00%
Previous Provided AH For Sale 0
Total Provided To Date 16
Total% Provided To Date 100.00%
0 0 0
0 0 16
0.00% 0.00% 40.00%
Affordable Units "For Rent" Tracking Table North Pointe
Multi Family
UnItT pe AH For Rent
Required 1 66
P hase lE Proposed A HU 66
For Rent Units of al I types in Phase lE 415
%of AH Proposed 100%
Previous Provided AHU For Rent 0
Total Provided To Date 66
Total% Provided To Date 100%
Note: "Previously Provided"may include units notpreviouslyproposed but qualified underthe North Pointe
Chadottesville, LLCZMA-2000-009, SP-2002-72 andZMA 2013-00007North Point PmfferAmendmentSecdon 82
CHECKED BY ENGINEER:
NOTES
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS
AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS
TWENTY FOOT EASEMENTS KILL 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 4.06 ACRES OF ROADS ARE TO BE DEDICATED TO THE
COUNTY FOR PUBLIC USE.
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND
ELECTRICITY
Z ONLY ONE DWELLING UNIT PER LOT
8. 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 EASEMENTLOCAT70NS ARE SHOWN HEREON
9. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE NORTH POINTE HOMEOWNERS ASSOCIATION
10.7HESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA
RESERVOIR WATER SUPPLY WATERSHED.
11. THIS PARCEL IS NOT WITHIN AN AGRICULTURAL -FORESTAL
DISTRICT
12.VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO
THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE
13. AN APPROVED LANDSCAPE PLAN IS REQUIRED PRIOR TO THE
ISSUANCE OF THE 1ST CO FOR ANY OF THE DWELLING UNITS
ON ANY OF THE LOTS ABUT77NG PRITCHETT LANE.
14. AN OVERLOT GRADING PLAN MUST BE APPROVED BY THE
COUNTY ENGINEER PRIOR TO THE ISSUANCE OF A BUILDING
PERMIT FOR A NEW RESIDENCE ON ANY SUBDIVISIONS LOT
LESS THAN 15,000 SQ. FT. IN SIZE
15.CARRIAGE UNITS SHALL MEET THE REQUIREMENTS FOR A
SINGLE-FAMILY DWELLING AS DEFINED IN THE VIRGINIA
UNIFORM STATEWIDE BUILDING CODE, AND SHALL BE ON THE
SAME PARCEL AS THE PRIMARY DWELLING UNIT TO WHICH IT
IS ACCESSORY, AND SHALL NOT BE SUBDIVIDED FRO THE
PRIMARY RESIDENCE. THESE RESTRICTIONS MUST BE
INCORPORATED INTO EACH DEED CONVEYING 77TLE OF SUCH
PARCELS
16. OPEN SPACE HEREBY DEDICATED TO THE HOA FOR
RECREATION AMENITIES
17ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY
SANITARY SEWERS; HOWEVER, BASEMENTS MAY BE SERVED
BY GRINDER PUMPS.
18. PARCELS 38-65 AND THE RESIDUE OF TAX MAP/PARCEL
32-23, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE
19.7HE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED
IN ACCORDANCE WITH THE ALBERMARLE COUNTY WATER
PROTECTION ORDINANCE
20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE
MAIN TO THE STRUCTURES LOCATED ON PRIVATE PROPERTY
MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
21.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE
BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES
SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN
THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR
HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING
FIXTURES HAVING FLOOD LEVEL RIMS ABOVE HE ELEVA7ON OF
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN
THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A
BACKWATER VALVE. -"660"
IMP if
EXIS77NG
ACRES
REMAINING
ACRES
32-23
91.315
78.435
SITE
VICINITY MAP SCALER "=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
0.31
52
14, 366
0.33
59
6,161
a 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
64
1 6, OJTO.
44
16,975
0.39
51
10,987
0.25
58
6,181
0.14
65
6,00
EASEMENT NOTES
1. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY
EASEMENT ALONG ALL PROPERTY LINES.
2. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY
EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES
J. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR
DAMAGE
LAST REVISIONS
811312021
NORTH POINTE
��o���a`I" °F `�� SECTION 1B
RIVANNA DISTRICT
DRAFT y ALBEMARLE COUNTY, VIRGINIA
MAYNARD J TINSMAN III
LIC. NO, 2860 SCALE: N/A AUGUST 13, 2021
08_25_2021 Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
LgNO SURVE(o� MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET i OF 4
SHEET 30F4__
SHEET 2 OF 4
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL /D 03200-00-00-02300
(PART OF)
D.B. 662, PG. J91
F
I
PUBLIC 20'
DRAINAGE
EASEMENT
D.B. ___, PG.
PUBLIC 20'
DRAINAGE EASEMENT
Ir I l I D.B. --- PG. ---
1
I
� \ I '--L18 I�
i
i I, JIB 76_54'
42'3! 5 E
N PUBLIC 20'
DRAINAGE
_ EASEMENT
V 1,448 SQ. FT
PUBLIC VARIABLE WIDTH
SWM/BMP & DRAINAGE I
EASEMENT
D.B. -- PG. -----
IN.
—" � PUBLIC 16'I
ACCESS
EASEMENT I
D.B.
PG.
I
I
LEGEND
Cnsaysa =CRITICAL SLOPE AREA
CSA CSA
DRAWN BY.• SDF
PUBLIC
20' DRAINAGE
,EASEMENT
B. PG. _
'�mAN U
m O��O
fG
PUBLIC VARIABLE WIDTH
SANITARY SEWER EASEMENT
D.B. PG. _____
GRACE BAPTIST CHURCH; BRUCE
CA I LETT, EMMA E CARDEN & RUTH
JOHANSEN TRUST
PARCEL ID 03200-00-00-023H1
D.B. 3566, PG. 225
45
44
46
z
q�
y ro
0
G ��G�O\GPJ(v
�v G
cc) �
PUBLIC VARIABLE
WIDTH SANITARY
SEWER EASEMENT
'UBLIC VARIABLE
WIDTH DRAINAGE
EASEMENT
NORTH POINTE CHARLOTTESVILLE LLC
' ,•S°,'
PARCEL ID 03200-00-00-02300
"S
OPEN
(PART OF)
I U Q y
D.B. 662, PG. 391
SPACE A
ACRES: 1.96
J
°
SO FT' 85,450
v ry
v
�M
PUBLIC VAR/ABLE WIDTH
y
SANITARY SEWER
EASEMENT
/
�
J
63
/
N g7.98
cis
3j /
/
C36
4
/
534 p2
L_70.98'
NORTH POINTE CHARLOTTESVILLE LLC
364- C14
PARCEL ID 03200-00-00-02300
L22
0
(PART OF)
ON
D.B. 662, PG. 391
L13
/
120
°3
STD gD
CLI U1-0 RicN1
O PUB Y SE
8 ARlpCBLWA 1DNEPU'gLIC U
DEDICATED
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
CHECKED BY ENGINEER:
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL /D 03200-00-00-02300
(PART OF)
D.B. 662, PG. J91
L
DRAFT T
MA YNARD J TINSMAN III
LIC. ND. 2860
08-25-2021
SHEET 30F4
SHEET 2 OF 4
NORTH POINTE
SECTION 1 B
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1'=50' AUGUST 13, 2027
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 4
PRITCHETT LANE
VARIABLE WIDTH R/W
]'
GRACE BAPTIST CHURCH; BRUCE
55074745""W 200_20' 10.00•
OPEN I
2
CATLETT, EMMA E CARDEN
& RUTH
��
JOHANSEN TRUST
SPACE C
PARCEL ID 03200-00-00-023HI
ACRES: 1.17 rn
D.B. 3566, PG. 225
SO FT., 57,166
?
PUBLIC VARIABLE WIDTH
BMP & DRAINAGE
EASEMENT
Zt•�! t2� 1�
I
�n
526.5
52
OPEN
PA CH C
ACRES. 0.17
SO FT- 7,608 PUBLIC 16'
WA i6g8 f _a EASEMENT
CgD (29
°s
51
05)
146.
50
53
PUBLIC 20'
°p I
DRAINAGE
EASEMENT 54
m
10.00"
G
c3
G EG
/GryOh �G'y 6 jF GyO
39
l ro VARIABLEPUBLICW333205'03)
IDTH 5(j
SANITARY
SEWER 36
169.72' (154.96) rn EASEMENT
�\ (10130
ao u, � p6'
N N33'
49 \N
t140,61) N
N
rrzj
DRAWN BY.• SDF
-�
(L=250.40/
w
0
o
v
(L=46.90')
C41
C50
C62
C63
C64
o
�
w a
w
'0
u
w
Cq
W
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w�z
w�
w
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N m
y
W
rn 55
a
ma
i�
O a
W
m
N
n'•S51'06"i6""W
—
�OC37
43.00'
57.00,
N5106
jGp
PUBLIC VAR/ABLE
V
MOTH LINE OF
'0' TEMPORARY
SIGHT EASEMENT
CONSTRUCTION
xL7
C25
EASEMENT
30')
(L'99
m
2
Gc26
0I
'I
21 2 E
0�1131 69 N41
91.43
l
PRIVATE 10'
I
PEDESTRIAN
EASEMENT LOT 40
42
62.00' 62.00' 56.
OPEN ACRES: 1.17
SPACE C SO FT., 51,166
57.00' 1 57.00' 1 57.
000
N
W
4
v
4m
p� rq
Cn (b
cc
(n ma
O a
ccu' 63 ^i
(n ma
a 64
v
m 59
W
v 60
BZ }�
°
v 62
O
{
p
rq
O
r4
_603.66' —
— —
__
—I,
r.7 nn'
PUBLIC VAR/ABLE
WIDTH SANITARY THICKET RUN PLACE
SEWER EASEMENT 61' PUBLIC RIGHT OF WAY
HEREBY DEDICATED TO
PUBLIC USE
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
NOR THPOINTE
SECTION 1A
65 P.B.__, PG.
o w
� AIL
(w`
LOT ss
THICKET
R uiv
rn PLACE
0 61' PUBLIC R/W
P.B. _, PG.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
LLI
v 41 J 9i- 6y LEGEND
>�s'J PUBLIC k'y1 / cam» r"n tls3i =CRITICAL SLOPE AREA
FAO. VARIABLE WIDTH / k/ cn °p L
�O
ANITARY SEWER CSF — C.-
'y o au
EASEMEN
40 r�A h°`` SPACE PRIVATE 12'
L2 DRAINAGE
CRES. 0.17 9 EASEMENT
hV/SO FT 7,352L2 h
50 Oc0 / l6 0�
till
.03
E
SHEET 3 OF 4
SHEET-2 OF 4
y�"EE t5A
\ o Z
ro
3, o
w o
�*�pLTH OF `
NORTH POINTE
o
SECTION 1 B
�-
N 6734433.13
MAYNADRAFTN IIy
RIVANNA DISTRICT
N
E 11505339.58
LIC, ND. 2860
ALBEMARLE COUNTY, VIRGINIA
(it3.41") p6,E
\
c24
N33'3r
08-25-2021
SCALE: 1'=50' AUGUST 13, 2027
10 '
\)
z
`A NOSURVE�O�
Townes
47
v
WIDTH DRAINABGE
EASEMENT
a, \
12ry
�\
1 PARK WEST CIRCLE, SUITE 108
^`t1�
$0)
f
MID
A90111 R
r�
�h
PHONE: (804)L 7481 FAX(804) 748-2590
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR:
SHEET 3 OF
I
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
Cl
554.50'
224.35'
23'10'56"
C2
75.00'
101.73'
774248"
C3
48.00'
80.78'
9625'31 "
C4
435.92'
6.46'
0 50,59"
C5
62.50'
81.75'
745622"
C6
104.50'
12.59'
6 54'02"
C7
430.50'
76.59'
10'11'35"
C8
369.50'
84.17'
13103'03"
C9
20788.59'
502.07'
123'01 "
C70
25.00'
39.25'
895741 "
Cf l
25.00'
39.27'
8959 20"
C12
369.50'
79.13'
1296'14"
C13
75.00'
124.66'
95'14'07"
C14
645.00'
118.96'
10 34'03"
C15
25.00'
37.05'
845432"
C16
284.50'
42.46'
8'33'07"
C17
262.00'
45.58'
9 58'06"
C18
280.50'
165.86'
335242"
C19
25.00'
36.77'
84'16'13"
C20
230.50'
236.50'
5847'11"
C21
330.50'
281.40'
48 46 59"
C22
269.50'
229.46'
48 47'00"
C23
169.50'
173.91'
58 47'11 "
C24
25.00'
39.27'
90 00'00"
C25
269.50'
57.12'
12 08'40"
C26
269.50'
109.57'
23'1740"
C27
269.50'
43.39'
973'28"
C28
269.50'
19.38'
4 07'13"
C29
169.50'
28.78'
9 43'37"
C30
169.50'
113.36'
38'19'14"
C31
169.50'
31.77'
10 44 20"
C32
25.00'
45.55'
10423'14"
C33
25.00'
39.12'
8939'13"
C34
219.50'
237.89'
62 0549"
C35
25.00'
37.20'
85'15'06"
C36
645.50'
15.68'
123'31 "
C37
330.50'
14.00'
225'36"
C38
369.50'
163.30'
25'19'17"
C39
225.00'
46.37'
114826"
C40
175.00'
36.06'
114826"
C41
20758.59'
260.17'
043'05"
C42
284.50'
24.76'
4 59'11 "
C43
284.50'
17.70'
3'3356"
C44
262.00'
41.03'
8'58'20"
C45
262.00'
4.55'
0 5946"
C46
276.00'
19.06'
3'5722"
C47
280.50'
34.71 '
7*05'27"
C48
280.50'
53.21'
1052'04"
C49
280.50'
77.94'
1555'11"
C50
20758.59'
56.90'
0 0925"
DRAWN BY.• SOF
CHORD BEARING CHORD CURVE
N4748'23'E 222,83' C51
NO2 38 29"W 94.11' C52
N84 04'30'E 71.58' C53
S27 44'23"W 6.46' C54
S1638'11'E 76.04' C55
S5039'21 E 12.58' C56
S4122'32"E 76.49' C57
S29 45'13"E 83.98' C58
S5051'10"W 502.05' C59
N060725"E 35.34' C60
S8354'04 E 35.35' C61
N42 24'52"W 78.98' C62
S83'4958"W 110.80, C63
S42'53'12"W 118.79' C64
S05 42'43"W 33.75' C65
S217932"£ 42.43' C66
N1227'37"W 45.53'
N105157"E 163.45'
S1479'48"E 33.54'
N27'04'19"W 226.26'
N26 4246'E 272.97'
N26 4246'E 222.59'
N27'04'19"W 166.38'
S7832'06"W 35.36'
N4501'56"E 57.02'
N27'18'47 E 108.82'
Nll03'13"E 43.34'
N0422'53"E 19.38'
N0232'32"W 28.74'
N2633'57"W 111.26'
N51'05'44"W 31.72'
N18'39'32"W 39.50'
N7070'52"E 35.25'
N05'41'39"W 226.42'
N79 22'07"W 33.86'
S58 42'05"W 15.68'
S4953'27"W 14.00,
N3553'20"W 161.97'
N74 59'31 E 46.28'
N74 59'31 E 36.00'
S51'11'08"W 260.17'
N23'06'30"W 24.75'
N18'49'56"W 17.70'
S1257'30"E 40.99'
S07 58'27 E 4.55'
S05 55'23 E 19.05,
S0231'40 E 34.69'
S0627'05"W 53.13'
S1950'43"W 77.69'
S50'54'19'W 1 56.90'
CURVE TABLE
RADIUS
LENGTH
DELTA
230.50'
50.56'
1234'07"
230.50'
57.59'
14'18'53"
230.50'
56.58'
14 0350"
230.50'
50.10'
12 27'11 "
230.50'
21.67'
523'09"
330.50'
48.81'
82745"
330.50'
44.74'
7*45'20"
330.50'
56.52'
9 4756"
330.50'
59.77'
1021'43"
330.50'
57.56'
9 58'40"
330.50'
48.81'
82745"
20758.59'
57.00'
0 09 26"
20758.59'
57.00'
0 09 26"
20758.59'
57.00'
0 09 26"
20758.59'
32.27'
0 0521 "
330.50'
48.81'
8 2745"
LINE TABLE
CHORD BEARING
CHORD
LINE
BEARING
S50'10'51 E
50.46'
Ll
S3644'33'E
S36 44 21'E
57.44'
L2
N4129 53"W
S2232'59 E
56.44'
L3
S2050'00"W
S09*1729'E
50.00'
L4
S5406'22'E
S0022'18'E
21.66'
L5
S4628'20"E
S0633'09"W
48.77'
L6
S53'43'15'W
S1439'41 "W
44.70'
L7
N51 O6'16 E
S2326'19"W
56.45'
L8
N8053'44 E
S33'31'09"W
59.69'
L9
S02'19'16"W
S43'4121 "W
57.48'
L 10
S56 2754 "E
S0633'090W
48.77'
Lll
N0279'17"E
S5103'44"W
57.00'
L12
N364433"W
S5173'11"W
57.00'
L13
S36'12 55"W
S512237"W
57.00'
L 14
S33'43'09 E
S5130'O1"W
32.27'
L15
S1245'00E
S0633'09"W
48.77'
Lib
N38'5344"W
L17
N6743'50"E
L18
S4236'55"W
L19
N4723'05"W
L20
S2454'19"W
L21
N4439'21 E
L22
S49 54 20"W
L23
N8053'44'E
L24
S0848'36'E
L25
S8053'44"W
CHECKED BY ENGINEER:
LINE TABLE
LENGTH
LINE
BEARING
LENGTH
14.49'
L25
N5106'16 E
6.50'
10.42'
L27
S385344'E
12.00'
31.38'
L28
S51'06'16"W
11.75'
15.81'
31.66'
61.00'
21.07'
32.69'
42.50'
48.40'
42.50'
14.14'
52.91'
73.73'
39.47'
11.50'
8.58,
68.32'
20.00'
20.40'
21.06'
17.71'
23.15'
16.00'
23.78'
oa�;W`T" 0 74NNORTH POINTE
�'� SECTION 1 B
DRAFT > RIVANNA DISTRICT
MAYNARD J TINSMAN III
LIC. ND. 2860 ALBEMARLE COUNTY, VIRGINIA
08-25-2021 SCALE.- 1 "=50' AUGUST 13, 2021
�gHBSURVO� Townes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 4 OF 4