HomeMy WebLinkAboutSUB202100109 Plat - Approved 2022-01-26OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE
SECTION 1B IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS_PROPRIETORS 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
32-23R IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
LENDER.
FIRST BANK & TRUST COMPANY
B Y. SEAL)
JO ATHAN B. COMER, SENIOR VICE-PRESIDENT ChristinaSchlottenmeier
OMMERCIAL LOAN OFFICER Notary Public
Commonwealth of Virginia
Reg. 0039983
STATE OF VIRGINIA My Commission Expires March 31, 2022
CIj,Y�COUNjY OF I _ i� �2r t ____TO WIT:
I, �� _ I1�L1 A NOTARY PUBLIC IN AND FOR THE
"mob --
18 OMMQ WEALTH AT LA STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
_S�J� M_-___-, WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BE ORE ME IN MY STATE AFORE,�,AID. --
IVEM UPIQER _MAY HAND THIS _L___DAY OFJ_a_--- 20c!'�-
MY COMMISSION EXPIRES 31- a l --
TARY
`s``�ttllt���777
L H,qB��,��
STATE OF VIRGINIA NOTARY'•• F
CITY/COUNTY OF �C.�,� ���r�°�__--_TO WIT. PUBLIC
�5�� _` n, A NOTARY PUBLIC IN ANEt FOpRTtrfE#7380629
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY-, TRT,My OPAMI S ION•:
�hP ____, WHOSE NAME IS SIGNED TO THl% :i
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME �i�0�'••,,,,,.••'
BEFORE
MY STATE O��YOE--DDA20,�'����i+►O�'�,,
-
T �Y PU LIC MY COMMISSION EXPIRES_ 2-
SURVEYOR'S CER TIFI CA TE
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.
MA YNARD J. TI MAN III
BOARD OF SVtERVISI?R
4(,V,//*, _� T��tcC, NO Ilato lam
D S(GN�T FD AF-Iv-r DATE
DRAWN B Y.• SDF
SITE DATA
OWNER: GREA T EASTERN MANAGEMEN T
DA VID MI TCHELL, E L T.
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE:
(4,34) 296-4109
FAX. 434 63-2670
E-MAIL: DA VID@SOUTHERN-CLASSIC. COM
SOURCE OF TITLE: NORTH POINTE CHARLOTTESVILLE LLC
TMP 32-23R (PART OF) D.B. 5627, PG. 195
MAGISTERIAL DISTRICT: RIVANNA
DRAINAGE DISTRICT- NORTH FORK RIVANNA, JACOBS 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 30'
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
GARAGE DOORWAY- 18'
• DENOTES 518" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDA TION.
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
UTILITIES ON OR WI THIN 10'
20, OF PRIVATE LOTS.
MANHOLE STORM
10' STRUCTURE FIRE C
HYDRANT BLOW -OFF ENTER OF PIPE OR CENTER ASSEMBLY OR WATER OF DRAINAGE SWALECHANNEL.
METER ASSEMBL Y.
ZONING NO TES
1. THIS PROPERTY CONTAINS THE FOLLOWING OVERLAYS"
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD
HAZARD OVERLAY (100 YEAR FLOODPLAIN), STEEP
SLOPES (MANAGED AND PRESERVED), AND WATER
PROTECTION ORDINANCE (WPO)BUFFERS.
2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, ZMA2013-7,
ZMA2000- 9, SP2015- 03, AND SP2002- 72
Affordable Units "For Sale" Tracking Table North Pointe
Single Family Multi Family DtberAH Total For
Unit Type AfiForSale AHForSale For Sale Sale
Required 1 161 121 12 40
Phase IA-1DAH Previously Provided 16 0 0 15
Phase 1E AH Provided 0 0 0 0
For Sale Units of all Types in Phase 1E 0 0 0 0
% of AH Proposed Phase 1E 0.001/6 0.00% 0.00% 0.00%
Previous Provided AH For Sale 0 0 0 0
Total Provided To Date 16 0 0 16
Total % Provided To Date 100.00% 0.00% 0.00% 40.00%
Affordable Units "For Rent" Tracking Table North Pointe
Nlulti Family
UnitType AHFor Rent
Required 1 66
Phase lE Proposed AHU 65
For Rent Units of all types in Phase 1E 415
% of AH Proposed 100%
Previous Provided AHU For Rent 0
Total Provided To Date 66
Total % Provided To Date 1001%
Note "Previously Provided" innyInclude units not previously proposed but quuhfied tinder the North Pointe
Charlottesville, LLCZMA-2000-009, SP-2002-72 and ZMA 2013-00007North Point Proffer Ain endrnentSection 8.2
CHECKED BY ENGINEER:
NO TES
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 TERM/NA TE A T NA TURAL WA TER COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
J. 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 51003CO145D, 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. 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
9. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND MAINTAINED BY
THE NORTH POINTE HOMEOWNERS ASSOCIATION
10. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA RESERVOIR
WATER SUPPLY WATERSHED.
11. THIS PARCEL IS NOT WITHIN AN AGRICULTURAL -FORESTAL DISTRICT
12. VDOT WILL ONL Y MAINTAIN WI THIN 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 ABUTTING 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 FROM THE PRIMARY RESIDENCE. THESE
RESTRICTIONS MUST BE INCORPORATED INTO EACH DEED CONVEYING
TITLE OF SUCH PARCELS.
16. OPEN SPACE HEREBY DEDICATED TO THE HOA FOR RECREATION
AMENI TIES
1ZALL 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 32-23R,
EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE
19. THE 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
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM
MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A
BACKWATER VALVE.
IMP #
EXISTING
ACRES
REMAINING
ACRES
32-23R
91.315
78.435
N
VICINITY MAP
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
38
5, 043
0.12
45
13, 547
0.31
39
6,248
0.14
46
13, 754
0.32
40
5, 385
0.12
47
7,521
0.17
41
4,870
0.11
48
8,460
0.19
42
4,692
0.11
49
13,009
0. JO
43
6,644
0.15
50
11,992
0.28
44
16,976
i 0.39
51
10,987
0.25
SITE
SCALE:1 '=2,000'
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
52
14, J66
0. 33
59
6,161
0.14
53
10,079
0.23
60
6, 673
0.15
54
9,790
0.22
61
6,643
0.15
55
7,074
0.16
62
6,071
0.14
56
6, J74
0.15
63
6,057
0.14
57
6,193
0.14
64
6, 032
0.14
58
6,181
0.14
65
6,007
0.14
EA SEMEN T N O TES
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. VD0T WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO
THE EX TEN T NECESSAR Y TO PRO TECT THE ROAD WA Y FROM
FLOODING OR DAMAGE
LAST REVISIONS
511912021
811JI2021
101512021
121612021
111JI2022
NORTH POINTE
o���p LT H of SECTION 1 B
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
M NARD TINSMAN III
LI I'ia. 2860 SCALE: N/A MAY 19, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
<q ND S U R\/ E� MIDL PHONE' (804)�48I A90VIRGINIA 11FAX: (804) 748-2590
CHECKED BY SURVEYOR: q_
SHEET 1 OF 4
GRACE BAPTIST CHURCH;
BRUCE CATLETT, EMMA E CARDEN
& RUTH JOHANSEN TRUST
PCL ID: 03200-00-00-023HI
D. B. 3565, PG. 225
46
N 6734073.79
PRITCj-jHTT LANE
E 11505843 51
VARIABLE WIDTH R/W
L=181.66'
rn L=2
S50 24'45"W
_
I I�
'�- -j
_200_20'
—
10.00' tt--"--Z--
OPEN
I (0�
SPACE
C
ACRES. • 1.17
°:I
SQ FT. 51,166
PUBLIC VARIABLE WIDTH
- BMP & DRAINAGE
EASEMENT
1,
MNq o
s26'6
N 1�2���•36) �Iw `•°
PUBLIC 20' N
DRAINAGE w fC" v
N S63 Q 80'" �29 `� �) 41 �� EASEMENT
�54 y, 1 Q S4 „q ^q
10.00' - ►I
53
V
G p
N, 9, 03. y y �•
y
h OPEN;�y �� I0 &
SPACE C 3s
ACRES.• 0.17 �J 4j� OF 0�
SQ FT- 7,608 PUBLIC 20' �� �
WATERLINE �`L pti l,L O�GPJS�`'
N6 EASEMENT�s
9`T8
�,8os?�S ICE fphr 'rob
(144.05)
."E 146. OR
_
39
50 / n
N /cn PUBLIC
I" VARIABLE WIDTH
SANI TAR Y
SEWER
N46r3"E 169.72•
49
? , 12g'1
l�
'154.96) - EASEMENT
N W
� N
JP-
J
\N
152.91 � 1�a
C9
L=250
0
C41
o (L=46,90')
C50 C62 o C63 o C64 C61 24.74'
� N
w f4co
co
v 00 N 9) c
I� �° N w i, 57 f w co58 0 59
00� tw
r IN _
N S51 '0616 "W —
C60
tip/ 59
10' TEMPORARY
CONSTRUCTION )
30,
EASEMENT 2 (► egg E
�1 -�a2"E 'I
g169 1�
�I
43
v
(19U, �o )�01)
42 � (11.
(140 cNn
R
37_ 43O(
PUBLIC VARIABLE
WIDTH LINE OF
SIGHT EASEMENT
,• oe 112
PRI VA TE 10'
- PEDESTRIAN
EASEMENT LOT 40
' "o� L21
9>, �>> S� IN,
ro
�Bj }zJ PUBLIC
VARIABLE WIDTH �/ oo CO
3rANI TARP SEWER
� EASEMEN40 ��g� %� SPACE PRI VATS 12'
B N L2 DRAINAGE
EASEMENT
CRES•
0.17 L2 g9
SQ FT-
7,352
pF,
6kl
Epp
N A.
ley a3
�p`L
o
�1
_SHEET 3 _OF_ 4
Sf 1EET 2 OF 4
32'41 "W
32'41 "W 376.64'
56.90'
62.00' 62.00' 0
rn
N
f�
60 61 f
v 62
o
rn'
57.00' 57.00' 62.00'
N51 '06'16 "E 508.90'
PUBLIC VARIABLE
WIDTH SANITARY
SEWER EASEMENT
F3981.73
N51
NORTH POINTE CHARLOTTESVILLE LLC
PCL ID: 03200-00-00-023RO
(PAR T OF)
D.B. 5672, PG. 195
4 8
\N u`
oo rn
o
N 6734433.13
41)
E 11505339.58 GRAPHIC SCALE
50 0 25 50 100
Z
4 7
6 h �
�22 v
PUBLIC VARIABLE
WID TH DRAINAGE
EASEMENT
rn
a,
�'\ IN FEET )
=� o, 1 inch = 50 ft.
376.41 '
OPEN
SPA CE C
57.00 57.00' 57.00'
0
o I OPEN SPACE A
w
w
Co
oho
of
f�A`
fw
f
o
o
NORTH POINTE
m
SECTION IA
`O
63 "�
64 R1' 0 as
D.B. 5627
PG. 227-231
t
o
LOT 66
_603_66'
57.00'
57.00'
°�
57.00'
(20. oo)
THICKET
THICKET RUN PLACE
6P PUBLIC RIGHT OF WAY
HEREBY DEDICATED TO
PUBLIC USE
N5106'16"E 376.84'
R ulv
PLACE
00 61' PUBLIC R/W
O.B. 5627
PG. 227-231
LEGEND
VS3 — VSD =CRITICAL SLOPE AREA
CSA = CSA
hv 11A�PlAa
p,V-TH OF ` NORTH POINTS
SECTION 1 B
.o
MAYNARD SMAN III RIVANNA DISTRICT
LI No 2860 ALBEMARLE COUNTY, VIRGINIA
< SCALE. 1 "=50' Townes MAY 19, 2021
qH0 SUR'\I SITE ENGINEERING
I PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
DRA WN B Y.• SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR. IkA T
T
SHEET 3 OF 5
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
554.50'
224.35'
23'10'56"
N47'48'23'E
222.83'
C33
25.00'
39.12'
8939'13"
N70'10'52'E
35.25'
C2
75.00
101. 73'
77 4248"
NO238 29"W
94.11 '
C34
219.50'
237. 89'
62'0549"
N05 41 '39"W
226. 42'
C3
48.00'
80.78'
96 2531 "
N84 04'30'E
71.58'
C35
25.00'
37.20'
85'15'06"
N79 22'07"W
33.86'
C4
435.92'
6.46'
0 50 59"
S2744 23"W
6.46'
C36
645.50'
15.68'
123'31 "
S58 42'05"W
15.68'
C5
62.50'
81. 75'
74 56 22"
S1638'11 E
76. 04'
C37
330.50'
14. 00'
2 2536"
S49 5327"W
14. 00,
C6
104.50'
12.59'
6 54'02"
S5039 21 "E
12.58'
C38
369.50'
101.71'
15'46 20"
N403948"W
101.39'
C7
430.50'
76.59'
1071'35"
S412232"E
76.49'
C39
225.00'
46.37'
11 '48 26"
N74 59'31 "E
46.28'
CS
369.50'
22.58'
330'06"
53431'42"E
22.58'
C40
175.00'
36.06'
11 48 26"
N74 5931 "E
36.00'
C9
20788. 59'
502. 07'
123'O1 "
S50 51 '10"W
502. 05'
C41
20758.59'
260.17'
043'05"
551 '11 '08"W
260.17'
CIO
25.00'
39.25'
89 5741 "
N06 07 25 E
35.34'
C42
284.50'
24.76'
4 59'10"
N23 06'30"W
24.75'
Cll
25.00'
39.27'
89 59 20"
58354'04'E
35.35'
C43
284.50'
17.71'
333'57"
N184957"W
17.70'
C12
369.50'
79.13'
12'16'14"
N42 2452"W
78.98'
C44
262.00'
41.03'
8 58 20"
S12 57'30"E
40.99'
C13
75.00'
124.66'
95'14'07"
S83'49'58"W
110.80'
C45
262.00'
4.55'
0 59'46"
S07 5827'E
4.55'
C14
645.00'
118.96'
1 D'34'03"
S42 53'12"W
118.79'
C46
276.00'
19.06'
3 57 22"
S05 55 23"E
19.05'
C15
25.00'
37.05'
84 5432"
S05'42'43"W
33.75'
C47
280.50'
34.71'
7'05 27"
50231 '40'E
34.69'
C16
284.50'
42.46'
833'07"
S21 '19'32'E
42.43'
C48
280.50'
53.21'
10 52'04"
506 27'05"W
53.13'
C17
262.00'
45.58'
9 58'06"
N12 27'37"W
45.53'
C49
280.50'
77.94'
15 55'11 "
519'50'43"W
77.69'
C18
280.50'
165.86'
33 5242"
N10 51 '57"E
163.45'
C50
20758.59'
56.90'
0'09 25"
550 54'19"W
56.90'
C19
25.00'
36.77'
84'16'13"
514'19'48'EE
33.54'
C51
230.50'
50.56'
1234'07"
550'1051'E
50.46'
C20
230.50'
236.50'
5847'11 "
N27'04'19"W
226.26'
C52
230.50'
57.59'
14'1853"
S3644 21'E
57.44'
C21
330.50'
281.40'
48 4659"
N264246'E
272.97'
C53
230.50'
56.58'
14'03'50"
S223259'E
56.44'
C22
269.50'
229. 46'
4847'00"
N26 4246"E
222.59'
C54
230.50'
50.10'
12 27'11 "
509'17 29'E
50. 00'
C23
169.50'
173.91 '
5847'11 "
N27'04'19 "W
166.38'
C55
230.50'
21.67'
S 23'09"
500 22'18'E
21.66'
C24
269.50'
57.12'
12 08'40"
N45 01 '56'E
57.02'
C56
330.50'
48.81 '
8 2745"
S06 33'09 "W
48.77'
C25
25.00'
39.27'
90 00'00"
S7832'06"W
35.36'
C57
330.50'
44.74'
745'20"
5143941 "W
44.70'
C26
269.50'
109.57'
23'17'40"
N27'1847'E
108.82'
C58
330.50'
56.52'
94756"
S2326'19"W
56.45'
C27
269.50'
43.39'
9'13'28"
N11'03'13"E
43.34'
C59
330.50'
59.77'
1021'43"
53331'09"W
59.69'
C28
269.50'
19.38,
4'07'13"
N04 22 53"E
19.38'
C60
330.50'
57.56'
9 58'40"
54341 '21 "W
57.48'
C29
169.50'
28. 78'
9 43'37"
N0232'32"W
28. 74'
C61
20758.59'
32.27'
0'05'21 "
55130'01 "W
32.27'
C30
169.50'
113.36'
38'19'14"
N2633'57"W
111.26'
C62
20758.59'
57.00'
0'0926"
S51'03'44"W
57.00'
C31
169.50'
31.77'
10 44 20"
N51 0544"W
31.72'
C63
20758.59'
57.00'
0'09 26"
S51.13'1I "W
57.00'
C32
25.00'
45.55'
104 23'14"
N183932"W
39.50'
C64
20758.59'
57.00'
0'09 26"
S512237"W
57.00'
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L 1
S36 4433' E
14.49'
L 16
N38 5344 "W
11.50'
L2
N4129 53"W
10.42'
L 17
N67 43'50"E
8.58'
L3
S2050'00"W
3I.38'
L18
S423655"W
73.47'
L4
S54 06 22"E
15.81 '
L 19
N47 23'05"W
20.00'
L5
546 28'20"E
31.66'
L20
524 54'19"W
20.40'
L6
55343'15"W
61.00'
L21
N4439'21'E
21.06'
L7
S32 4639'E
101.67'
L22
549 54 20"W
17.71'
L8
N80'5344 "E
32.69'
L23
N81 '11 '24 "E
23.15'
L9
S02'19'16"W
42.50'
L24
S08'4836'E
19.88'
L 10
S56 2754' E
48.40'
L25
S80 53'44 "W
23.94'
L I I
NO2'19'17"E
42.50'
L26
N51 '06'16 "E
6.50'
L 12
N51 '06'16"E
21.07'
L27
S38 5344'E
12.00'
L 13
S3672'55"W
52. 91 '
L28
551 '06'16"W
11. 75'
L14
S33'43'09'E
73.73'
L29
N364433"W
14.14'
L 15
51245'00'E
39.47'
L30
N38 07'18"W
15.32'
) 4 / W 119 �, D-
NORTH P 0 IN.T. E
SECTION 1 B
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 "=50' MAY 19, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX.• (804) 748-2590
DRA WN B Y.' SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR:
SHEET 4 OF 4