HomeMy WebLinkAboutSUB202000206 Plat Final Plat 2021-10-19OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE
PHASE 1A 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 32-20
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23
lS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23J
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-291
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
CWH PROPERTIES LIMITED PARTNERSHIP NORTH POINTE CHARLOTTESVILLE LLC
LENDER:
FIRST BANK & TRUST COMPANY
BY. -
Co,, SEAL)
9 ATH N COMER, SENIOR ICE -PRESIDENT
COMMERCIAL LOAN OFFICER
STATE OF VIRGINIA
CI
___OUIgTY OF -_ _ TO WIT:
A NOTARY PUBLIC IN AND FOR THE
- ONW LT AT RG , ST TE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING S AT
CERTIFICATE HAS ACKNOWLEDGED THE SAME
•BE OR IN MY STATE AF R SAID.
GIV UN ER AND THIS ---DAY OF ( j 20
Christina Schlo'U.Krr.GQ.MMISSI N EXPIRES_,1:L_)L'�'
a Y PUBLIC Notary Public
Commonwealth of Virginia
Reg. 97039983
MY Commission Expires March 31, 2022
STATE OF VIRGINIA- I��
CITY/ OUNTY OF n nbl (0 -TO WIT.
L���------_-, A NOTARY PUBLIC IN AND FOR THE
COMMO WEALTH 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 AFOf SAID.
GIV . UNDER MY ND THIS �� QAi� Te_i01L4:rL _, 20 41I
S G���,p
NOTARY�'M'r �69MMISSION EXPIRES �'f• 3a'Z_2__
N T I?Y PU 1 = PUBLIC
* REG. #7380629 � 1
MY COMMISSION
�O• E IRES
21�. •2.7.•4c�
SUR VEYOR S CER TO CA T�•?wFALT H �� ��`�
TO THE BEST OF MY KNOWLEDGE ANIb� lrt 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 , TINSMAN llI
BOARD OF SUPERVISORS
TED AGENT
DATE
20-21
S/ TE DATA
OWNER: CWH PROPERTIES LIMITED PARTNERSHIP
DAVID MITCHELL, E.I.T.
P.O. BOX 5526
CHARL07TESVILLE VA. 22905
PHONE: (434) 296-4109
FAX. • (434) 963-2670
E-MAIL: DAVID@SOUTHERN-CLASSIC. COM
OWNER: NORTH POINTE CHARLOTTESVILLE LLC
DAVID MITCHELL, E.I. T.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE. • (434) 296-4109
FAX. • (434) 963-2670
E-MAIL: DAVIDOSOUTHERN-CLASSIC. COM
SOURCE OF TITLE: CWH PROPERTIES LIMITED PARTNERSHIP
RESIDUE OF IMP 32-20 D.B. 2309, PG. 419,
NORTH POINTE CHARLOTTESVILLE LLC
IMP 32-2J (PART OF) D.B. 5432, PG. 396
TMP 32-23J D.B. 5432, PG. 396, &
IMP 32-29I D.B. 5369, PG. 222
MAGISTERIAL DISTRICT- RIVANNA
DRAINAGE DISTRICT- NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT- PO -MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
SINGLE FAMILY DETACHED LOTS 66-84 & 107
SETBACK REQUIREMENTS. • FRONT- MIN 10' MAX 50'
SIDE- 6'
REAR- 20'
GARAGE DOORWAY- 18'
ZERO LOT LINE LOTS 85-106
SETBACK REQUIREMENTS FRONT- MIN 10' MAX JO'
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
GARAGE • DENOTES 518" IRON RODSW TO BE SET WITHIN ONE (1) YEAR OF
RECORDATION.
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
UTILITIES ON OR WI THIN 10'
20 OF PRIVATE LOTS.
TOR
10' STRUCTURE OR 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 No
iSing] eFamily MuldFamily Other AH Total For.
Unit Type AHForSale AHForSale For Sale Sale
Required F -161 121 12 40
3
For Sale Unds of atl Tykes m Phase lA ql
of AH Proposed .__ .___.___...._... _._..,,18.75%
Previous Provided AH For Sale _ a 0
Total Provided To Date 3
Fatal %Provided To Date 18.75%
0
01
41
0 00ya ..._,_
0 0(Pln
7 50%
0
0
mmo.00Pi6
3
0.001/0
7.501%
In -
Affordable Units "For Rent" Tracking Table North Pointe
Multi Family
Unit Type
AHFor Sale .... _. .
Ret{Hired1
66
Phase iA Pro osed AH
0
For RentUnits of all types in Phase 1A
0
% of AH Proposed
0%
Previous Provided AH For Sale
0
Total Provided To Date
0
Total %Provided To Rate
0%
Note: "Previously Provided" may include units not previously proposed but qualified under the North Pointe
Charlottesville, LLCZMA-2000-004 SP-2002-72 and ZMA2023-000O7 North Point Proffer Amendment Section 8.2
NO TES
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS
AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS.y
TWENTY FOOT EASEMENTS WILL BE CENTERED ON ALL
°
DRAINAGE CULVERTS AND ALL DRAINAGE DITCHES WHICH
LEAVE THE ROADWAY. SUCH EASEMENTS SHALL TERMINATE AT
S CLARK DR�v
NATURAL WATER COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC
USE
SITE
3. COMMON AREAS/OPEN SPACES ARE RESERVED WITH PRIORITY
YA Fss
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.
NCR
OR1
4. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE
esloF
RATE MAP ZONE X & AE(AREAS OF MINIMAL FLOODING) AS
SHOWN ON COMMUNITY PANEL NUMBER 51003CO145D,
a
EFFECTIVE 0210412005
5. ALL ROADS ARE TO BE DEDICATED TO THE COUNTY FOR
PUBLIC USE.
t
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND
ROFFirR
ELECTRICITY
_
Z ONL Y ONE D WELLING UNI T PER L 0 T
o Q
8. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER
EASEMENTS THAT WILL BE REQUIRED BY A.C.SA. IN ORDER TO
VICINITY MAP SCALE:1 "=2 000'
ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE
UTILITIES. THESE EASEMENTS WILL BE CENTERED ON THE
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
FACILITIES WHEN CONSTRUCTED. APPROXIMATE ACSA SANITARY
SEWER EASEMENT LOCATIONS ARE SHOWN HEREON
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
9. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE NORTH POINTE HOMEOWNERS ASSOCIATION
66
5,982
0.14
77
9, 934
0.23
88
5,064
0.12
99
4, 300
0.10
10. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA
67
6,478
0.15
78
12,009
0.28
89
4,195
0.10
100
4,297
0.10
RESER VOIR WA TER SUPPL Y WA TERSHED.
11. THIS PARCEL IS NOT WITHIN AN AGRICULTURAL -FORESTAL
68
6,448
0.15
79
12,491
0.29
90
4,977
0.11
101
4,150
0.10
DISTRICT
12. AN APPROVED LANDSCAPE PLAN IS REQUIRED TO THE
69
5, 893
0.14
80
11,817
0.27
91
4,642
0.11
102
5,506
0.13
ISSUANCE OF THE 1ST CO OF ANY OF THE DWELLINGS UNITS
70
5,878
0.13
81
11,440
0.26
92
5,000
0.11
I03
4, 553
0.10
ON ANY OF THE LOTS ABUTTING PRITCHETT LANE
13. AN OVERLOT GRADING PLAN MUST BE APPROVED BY THE
71
5,853
0.13
82
9,548
0.22
93
5,506
0.13
104
4,730
0.11
COUNTY ENGINEER PRIOR TO THE ISSUANCE OF A BUILDING
72
5,862
0.13
83
10,110
0.23
94
6,224
0.14
105
4,736
0.11
PERMIT FOR A NEW RESIDENCE ON ANY SUBDIVISION LOT LESS
THAN 15,000 SF IN SIZE.
73
6,157
0.14
12,646
0.29
95
5,076
0.12
106
5,462
0.13
14. CARRIAGE UNITS SHALL MEET THE REQUIREMENTS FOR A
SINGLE-FAMILY DWELLING AS DEFINED IN THE VIRGINIA
74
7, 513
0.17
J86
4,599
0.11
96
4, 300
0.10
107
24,474
0.56
UNIFORM STATEWIDE BUILDING CODE, AND SHALL BE ON THE
75
8,551
0.20
4,604
0.11
97
4, 300
0.10
SAME PARCEL AS THE PRIMARY DWELLING UNIT TO WHICH IT
IS ACCESSORY, AND SHALL NOT BE SUBDIVIDED FRO THE
76
8,816 f
0.20
87
4,572
0.10
98
4, 300
0.10
PRIMARY RESIDENCE. THESE RESTRICTIONS MUST BE
INCORPORATED INTO EACH DEED CONVEYING TITLE OF SUCH
LOT TABLE
LOT TABLE
PARCELS
LOT
ACREAGE
LOT
ACREAGE
15.OPEN SPACE HEREBY DEDICATED TO THE HOA FOR
RECREA TION AMENITIES.
OPEN SPACE A
0.38
OPEN SPACE C
1.28
16. ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY ACSA
OPEN SPACE B
0.44
PARK F
2.28
SANITARY SEWERS; HOWEVER, BASEMENTS MAY BE SERVED
BY GRINDER PUMPS.
1 Z PARCELS 66-107 AND THE RESIDUE OF TAX MAP/PARCEL
32-20, 32-23, 32-23J AND 32-29I EACH CONTAIN A
EASEMENT NOTES
BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE
1. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED WITH PRIORITY FOR
18. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED
WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE
ION ACCORDANCE WITH THE ALBERMARLE COUNTY WATER
EXCLUSION OF OTHER USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER 18
PROTECTION ORDINANCE
OF THE ALBERMARLE COUNTY CODE.
19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE
2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG
MAIN TO THE STRUCTURES LOCATED ON PRIVATE PROPERTY
ALL PROPERTY LINES
MUST HA VE A VISUAL INSPECTION PERFORMED BY THE
J. THE DEVELOPER RESERVES THE RIGHT TO VA CA TE OR REVISE ANY EASEMEN T
BUILDING DEPARTMENT.
HEREON PROVIDED THE PROPER AUTHORITY AGREES
20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE
4.HDPU= HERE BY DEDICATED FOR PUBLIC USE
BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
5. VOOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT
UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES
NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE
SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN
LAST REVISIONS
THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR
1112012020 811712021
HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING
0210412021 912012021
FIXTURES HAVING FLOOD LEVEL RIMS ABOVE HE ELEVATION OF
0610112021
THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN
0611712021
THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A
0711212021
BACKWATER VALVE.
088
NORTITITP 0IN rip,
,NLT H
°F PHASE 1 A
c� RIVANNA DISTRICT
o
y ALBEMARLE COUNTY, VIRGINIA
IMP #
EXISTING
ACRES
REMAINING ACRES
TRANS TO TMPf
REMAINING
ACRES
32-20
63.100
0.00
64.132
2- 3
9.
0
91.486
32-23J
4.890
0.181
32-23
1 0.00
890
.354
132-2u
1 0.00
32-29/
16.047
10.004
32-20
1 0.00
MA YNARD J 7I SMAN III
LIC.� , 2660 SCALE.• N/A JUNE 17, 2021
Townes
SI-i-E ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
<qN0 SURVEMIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
DRA WN B Y.• SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR:
SHEET 1 OF 5
N 6734428.:
E 115040OZ
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
20' ACSA SANITARY
-� SEWER EASEMENT
\ D.B. 5609, PG. 129
20' ACSA SANITARY \ \
SEWER EASEMENT \ \ \/ N
D.B. 5609, PG. 129
MATCH
LINE 7
i
i
T M� VARIABLE WIDTH
/ SLOPE & DRAINAGE
D.B. 5EASEMENT 5609, PG. 86
�m
W
W l m
/ ( /v "Mti ts
pia
20' ACSA SANI TAR Y-�}--���`'
VARIABLE SEWER EASEMENT i ��
WID TH D.B. 5609, PG. 129 f I O
DRAINAGE U
EASEMENT VARIABLE IWDTH I p
D.B. 5609, \SLOPE & DRAINAGE�- Q
PG. 86 I EASEMENT
D.B. 5609, PG 86 i �h
10, + gI92.52' N4752'59"E
o
t F I
CWH PROPERTIES LIMITED PARTNERSHIP \
PARCEL ID 03200-00-00-02000
RESIDUE OF TMP 32-20
62.774 ACRES
D B. 2309
PG 419 /
r-
>i
PARK F
ACRES• 2.28
SQ FT- 99, I36
'
`O �O
�� ry
N 6734519.61 �
E 11503893.99 ,.
SHEET / 0
VAR/ABLE WIDTH
,�I, 63 SLOPE & DRAINAGE
'� EASEMENT
D. B. 5609, PG. 86 /
VARIABLE WIDTH /
SWM/BMP & DRAINAGE /
EASEMENT /
D.B. 5609, PG. 80
20' DRAINAGE /
EASEMENT
D.B. 5609, r2�4'ACSA FORCE
PG. 67 AIN EASEMENT
D.B. 5609, PG. 123
i
V
VARIABLE WIDTH ACSA
SANITARY SEWER
VARIABLE WIDTH ACSA 24' ACSA FORCE MAIN EASEMENT EASEMENT
SANITARY SEWER D. B. 5609, PG. 123 D.B. 5609, PG. 123
EASEMENT 50' RIGHT-OF-WAY RESERVED VARIABLE WIDTH
D.B. 5609, PG. 123/ DRAINAGE EASEMENT
FOR FUTURE DEDICATION UPON
DEMAND OF THE COUNTY D.B. 5609, PG. 67
10' TEMPORARY CWH PROPERTIES LIMITED
CONSTRUCTION EASEMENT PARTNERSHIP
i / NORTH,SIDE PARCEL lD 03200-00-00-02000
RESIDUE OF IMP 32-20
DRIVE 62.774 ACRES
VARIABLE WIDTH R/W D.B. 2309, PG. 419
D.B. 5609, PG. 67
Psi �i
\ i i VARIABLE WIDTH \
DRAINAGE EASEMENT
D.B. 5609, PG. 67
\ EXISTING ACSA FORCE
MAIN EASEMENT
\ D.B. 5438, PG. 674
LEGEND
VS3 VS3 =CRITICAL SLOPE AREA
CSA - CSA
= BUILDING SETBACK LLINE
DRA WN 8 Y.• SDF
VARIABLE WIDTH
COMMONWEALTH OF
WRGINIA DRAINAGE
EASEMENT
D.B. 5609, PG. 112
ti
1
TO 5 q9 L� 9 VI
�� 6 �- 0R00 �pw RI
��� vPR1Pg1,�
SHEET 3 OF-5-
SHEET 2 OF 5
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
in
VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
- D.B. 5609, PG. 86
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL !D 03200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
LT H OF
MA YNARD PINSMAN III
LlCgr,N0, 2860
a
UR1
CHECKED BY ENGINEER:
N 6734428.55
MATCH
VY�1v
SPA CE _ C
- ACRES: 1.28
ISQ FT. 55,843
_ SHEET 3 OF 5 _
r SHEET 2 OF 5
\ VARIABLE WIDTH ACSA
SANITARY SEWER
EASEMENT HDPU
cU'iVARIABLE WIDTH
Jr \
GRAPHIC SCALE
s0 0 25 50 100
( IN FEET )
1 inch = 50 ft.
N
\
DRAINAGE EASEMENT
\ �� PROPERTY LINE MEANDERS
cr
\ f 1, 390, ALONG THE � OF
l
HDPU
N+
\o_
-,
N 6733972.88
E 1150409Z17
41 CREEK
rn \
\W
CWH PROPERTIES LIMITED PARTNERSHIP
C62
PARCEL ID 03200-00-00-02000
RESIDUE OF IMP 32-20
64.132 ACRES
6,\r,
C36
z
INCLUDING 0 004 ACRES OF TMP32-29/
c) 64) � \\ � \ & 1.354 ACRES OF IMP 32-23J
S L=2$ o N\ o�\\ D.B. 2309, PG 419
VARIABLE WIDTH ACSA
SANITARY SEWER
/ EASEMENT
\ D.B. 5609, PG. 123
16' PRIVATE ACSA � �3� '� � <<,,� / / /
ACCESS EASEMENT VARIABLE WIDTH
(L=5.07') 03.37 . k � \ DRAINAGE EASEMENT
VARIABLEWIDTH
SEWER
C3 E D.B. 5609, PG
EASEMENT
ZONE ,xr,
VW3J
Q 1 I ZONE AE"
WATER \�w_
�c� / PR07EC77 N
ry / / BUFFER/ r 2
W � \I 1•�� l o h �
PARK BF
WO / SQ FT- 99,136
-C)
�Wv Dc
Y � Q m j. `\ d VARIABLE WIDTH
Q j . a 90/ 6� / / / �jo\ SWM/BMP & DRAINAGE
Q J 5�/ 6�' / EASEMENT HDPU
U / // / d3 4jh
20' ACSA
SANITARY SEWER
EASEMENT HDPU / X
L96 �/ Gnt�E P�» 4111�1 F�M xflN�
CWH PROPERTIES L/-- TED
to PARTNERSHIP
iry �39.37' PARCEL !D 03200-00-00-02000
N41.2 3'E I / RESIDUE
62.774 ACRES -20
v y� D.B. 2309, PG. 419
V� VARIABLE WIDTH �%
SLOPE & DRAINAGE %, /
EASEMENT HDPU `; /
WATER
PRDTEGTI°" ° NORTHP0INT.
q� STREAM BUFFER 1,6
(SI$� ' ` PHASE 1 A
RI VANNA DISTRICT
!�^ ^N 6734519.61 ALBEMARLE COUNTY, VIRGINIA
E 11503893.99 �/ / / SCALE. • 1 "--50' JUNE 17, 2021
PROPERTY LINE �A,
L62 �% 0�� MEANDERS T r V V n e S
> SHEET VARIABLE WIDTH / f1,390' ALONG SI"fE ENGINEERING
L63 SLOPE & DRAINAGE �'/ THE � OF CREEK 1 PARK WEST CIRCLE, SUITE 108
EASEMENT / MIDLOTHIAN, VIRGINIA 23114
d` D,G. 5609, rG. d6 / PHONE.- (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR: XeP SHEET 2 0 5
PARCEL ID 03200-00-00-023,10 o �+ `� 101 \"� 0
RESIDUE OF IMP 32-23J VARIABLE WIDTH 95 gg o0 97 -� Q8 99 V 102
ACSA SANITARY \
0.181 ACRES HEREBY TRANSFERRED
EWER EASEMENT \a, �`+ o o t 00 � rn C)
TO IMP 32-23 o o O o a c.,
D.B. 5432, PG. 396 \ °' o o v ' 257.20' v 1'y11'i
� , S51 '06'16_W 1
NORTH POINTE CHARLOTTESVILLE LLC 10, M� 05►- � \ �,N.E S51 '06'16"W 172.57' � � �� 1 �,
PARCEL ID 03200-00-00-02300 RONT 6 �a, 0 43.00 43.00 43.00' 1p1
RESIDUE OF IMP 32-23 c° F J. 6 39.82 43.00 43.00 L81 43.00 p
�'- 49.36 151.71 S5106'161V L `75 146.12 S51'06'16"W 103 1
91.486 ACRES \ 45' $ E W a �9
INCLUDING 0.181 ACRES OF IMP 32-23J <<'',, hc' 3 10' PRIVATE I I� 20' ACSA
D.B. 5432, PG. 396 N N2g•/ PEDESTRIAN EASEMENT a o-o SANITARY SEWER o w C.
� � 94 LOTS 91-93 IN I -A EASEMENT � Z r l$ 104
SHEET 4 OF _ _ _ c? _ \ _ _ _. , _ _ _ Im _ \
SHEET 3 OF 5 t° (119 23) 51 '06'16"W (127.14) OPEN
ro ti�rn
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L 1
N27'04'51 ' E
11.46'
L 39
N75 5955"W
24.01 '
L2
S27 04'51 "W
10.99'
L40
N41 51 '16"W
49.10'
L 3
S37 21 '58 "W
49.73'
L 41
S67 54 28"W
23.59'
L4
N60'2249"W
6.39'
L42
N162025"W
13.20'
L5
N75 5955"W
14.89'
L43
N79'41'18"W
16.76'
L6
N09'03'44'E
80.16'
L44
N552259"W
19.47'
L 7
N38 53'44 "W
13.65'
L 45•
N90'00'00"W
13.31 '
L8
N38 53'44"W
20.00'
L46
S52 54 28"W
12.94'
L9
N28'0635'E
15.86'
L47
N8133'47"W
5.84'
L IO
S6240'32'E
12Z 14'
L48
N5946'18"W
26.05'
LII
S27'1928"W
20.00'
L49
N90'00'00"W
27.45'
L 12
S29'14'09'E
30.28'
L50
NI1 40'40"W
14.30'
L 13
S515542"W
21. 89'
L51
N7124 20 "W
15. 76'
L 14
N55 40'16 "W
44.71 '
L52
S85'07'07"W
34.73'
L 15
N08 53'11 "W
24.53'
L53
N803243"W
21.59'
L16
N4353'06"W
5.81'
L54
N664223"W
10.47'
L17
S7543'50"W
9.53'
L55
N05'4922"W
24.61'
L 18
N61 '10 25 "W
22.67'
L56
N 19 56 23' E
44.97'
L19
N49'03'03"W
21.62'
L57
N312124'E
52.48'
L20
N15'I3'20"W
15.23'
L58
N24 07'19'E
78.14'
L21
N64 31 '43"W
21.56'
L59
N01 '02'28"W
39.49'
L22
N86 57'16"W
17.50'
L60
N25 07'55"E
112.89'
L23
N22 2846 "W
22.60'
L 61
N 13'10'18' E
35.11 '
L24
N6040'17"W
15.03'
L62
N3331'51'E
80.47'
L25
N36'0754"W
32.75'
L63
N2822'30 E
20.15'
L26
N6931'23"W
19.52'
L64
N575849"W
3.88'
L27
N06 49'04 "W
14.57'
L 65
S15'1751 ' E
4.17'
L28
N24 48'47"W
14.77'
L66
508'4249'E
56.84'
L29
N8641'39"W
18.90'
L67
S39'43'54'E
21.51'
L30
N4754'11 "W
36.86'
L68
S30'0121 "W
30.42'
L31
N6642'30"W
33.99'
L69
S313442"W
11.86'
L32
N46'13'38"W
22.78'
L70
N68'09'02"W
39.38'
L 33
N712636 "W
22.31 '
L 71
S68'09'02'E
16.26'
L34
N3729'02"W
13.62'
L72
S0946'30'E
25.22'
L35
N73'1531 "W
9.10'
L73
S80'14'24"W
20.00'
L36
N58 5647"W
39.31'
L74
N09 46'30"W
14.07'
L37
S8743'l1 "W
15.58'
L75
N51 `06'16'E
253.46'
L38
N60 22'49"W
59.08'
L76
N6240'32"W
126.60'
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
DRA WN B Y.• SDF
S I(4 Ila G ,\SPACE B 5�
ACRES.- 0.44 ��, 2
w \ 93 Iv I SQ FT 19,156 a; ✓N `p0��
\\ y
0 4 �
_ c M S51 '06'16"W 121.57' I " ( 12' PRl VA TE 2 3� A 3 o'• \
(108.07) (113.57 ) RAINAGE
c� 0 � H o \N I� Io EASEMENT o, 11� �1' k��r}'
92 Io Ic, \
VARIABLE WlD TH w o - N o� o (80.78) o
DRAINAGE EASEMENT c 10 84.78' S51 06'16"W \ g?g �-
D.B. 5609, PG. 67 c� \� " 2 �, 0 85 No
S51 06 16 W 111.55 I 43.00 41.78 -�
(103.55 ) I M 'xi.
\ \ VARIABLE WIDTH
LINE TABLE Ben 111 ���---ACSA SANITARY ( o �; �� �n �� N
LINE BEARING LENGTH o N \ SEWER I f os\ �" �'% 1 9%
91 EASEMENT Io 8 g N 0
L77 S31 34'42"W 11.85' \ S51' 6'16"W 104.91' 20, 0 87 161
L78 S61 'OS'33"E 30.00' n n �I� oo 88
(85.74)(96.91) -N DRAINAGE co
0 \ J S2% '01°YI
I`° N EASEMENT -N �►� �" \ �By k'1f
HDPU
VARIABLE WIDTH �5��,
LINE OF SIGHT \
EASEMENT HDPU a� �1 S2 1.y0
o �J 100�� 112
Nw N \ Aga 83
ARIABLE WIDTH ACSA a
G �� SANITARY SEWER `L /
h 2 EASEMENT 1
✓OHN P OR
VIRGINIA C PACE
PARCEL lD
`sue k
03200-00-00-029JO
TMP 32-29,1
X�-ram D. B. 876, PG. 3
_N:
=11011 _ _ �Gc�_ _ _ _ _ _ $s�- 5HEET 4 OF
r p0 - .. o �� y_�__
Sf-fEET 3 OF 5
•�G p2 O o\w 1
0
105 t102 `Z �`J-' �'� � N� h
121 �y8°E 106
o• 1,y� �,� � N
� 10' PRI VATE
PEDESTRIAN
EASEMEN 81k .g
VARIABLE WIDTH FR fp6'�
12� ACSA SANITARY �•1� �
(1 SEWER EASEMENT
02 /C, PRD POP
L79
N083720 E
20.97
o
0
�'�b,
90
50L80 16106
W -188.9,0a ` �01
77.51 ' 43.00' " 45.82' C11 C12
58.94' (4.32 )S5106 16 W 166.33
�h�l y / /
�2 /
1 /
N383'44"W
10.0'
L 81
N51 06'16' E
168.82'
L82
S68'10'10'E
120.87'
��
G
m
C'
N 6733642.02
E 11504482.00
CROSSCRE.EK PLACE
/
PUBLIC RIGHT OF WA
HEREBY DEDICATED TO
W z
U
/
VARIABLE WIDTH
/ RAINAGE EASEMENT
D.B. 5609, PG. 67
L83
S21 51,01 "W
10.00'
L84
N2150'S8"E
11.49'
L85
N68'10'10"W
83.75'
\
PUBLIC USE
11�5'05 , " _�
yk 32.15 136.57 N51'0616 E VARIABLE WIDTH
C7/
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02910
RESIDUE OF IMP 32-29/
0.004 ACRES
L86
S385344'E
11.50'
L87
N38 5344"W
13.09'
G
RAINAGE EASEMENT
D.B. 5609, PG 67
HEREBY TRANSFERRED TO IMP
L88
S00 30'48"E
18.13'
`
L13
32-20
D.B. 5369, PG. 222
L69
N3853'44"W
92.10'
^� L90 559 57'12'E 37.11'
L92 N5957'12"W 37.11'
L93 N38 53 28"W 28.41 '
L93 55124'17"W 10.05' rn
b
L94 N38153'44"W 100.00'
L95 N71'J0'J2"W 6.28' I� 00 O
L96 S4125'13"W 16.90'�/ \
L97 S5824'31 E 22.08' ^ VARIABLE rN
`.� WIDTH
L98 N58 24'31 "W 22.54' / ACSA
W SANITARY
SEWER
L99 N133652"W 26.66' I N Qti I / EASEMENT
L100 S79 09 11 E 19.95' N "� VARIABLE WIDTH `ry
Q 3 ~ I \
L 101 S38 5-DRAINAGE3'44'E 198.53' r*, o / EASEMENT HDPU
L 102 S51 '06'16"W 12.00' h V j
L 103 N38 53'44"W 201.22'
A A-
L 104 S21 51 '09 "W 91.99'
L 105 N33'06'19 "W 12 Z 82'
L 165 S70 04'15'E 183.78' I
L 166 N59 2846"W 63.03' ^ I N I .i
CN N
Z .
� I
OPEN
SHEET 3 OF__...._ _ _ _ _ �_ .. _. _ _ 'PACE _ C
SHEE-T 2 OF 5 ACRES• 1.28
SQ FT.' 55,843
CHECKED BY ENGINEER:
PROPERTY LINE
MEANDERS
f 1, 390' ALONG
THE 12 OF CREEK
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL !D 03200-00-00-023,10
RESIDUE OF IMP 32-23J
1.354 ACRES
HEREBY TRANSFERRED TO IMP
32-20
D.B. 5432, PG. 396
61
84
N 6;
a� E 11
1g� g3�
CWH PROPERTIES LIMITED
PAR TNERSHIP
PARCEL ID 03200-00-00-02000
RESIDUE OF RESIDUE OF IMP 32-20
D.B. 2309, PG. 419
6733281.18
LEGEND
vS3-vS3 =CRITICAL SLOPE AREA
CSA = CSA
= BUILDING SETBACK LLINE
9'E
_ N 321?i
vACPTEO
OPERTY
/ Z o�!51 H 0�, `/ NORTH POINTS
CWH PROPERTIES LIMITED PARTNERSHIP �� �G' PRASE 1A
PARCEL ID 03200-00-00-02000 y RIVANNA DISTRICT
RESIDUE OF IMP 32-20
64.132 ACRES MAYNAR J,N 111
INCLUDING 0.004 ACRES OF TMP32-29I LTC, l D 860 ALBEMARLE COUNTY, VIRGINIA
& 1.354 ACRES OF IMP 32-23J
o D.B. 2309, PG. 419 SCALE: 1 "-50' JUNE 17, 2021
Townes
5'HEE i 3 OF 5 � <qND SUR\l SITEGNEERG
.S
E NIIN
rw HEET 2 OF 5 _ 1 PARK WEST CIRCLE, SUITE 108
' MIDLOTHIAN, VIRGINIA 2JI14
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET' 3 OF 5
N 6732949.00
E 11504718.60
lip,
' G2G 1
107
l
g ASH lSH a
PRITCHHTT LANE' 6 5 ��Sg -1Sg R'
VARIABLE W107H R/W N 6733296.77 CZQ (33.37) (65.23) (65.20) L93 (77.83) S5124'17'W 287.09'
_ E 11504874.85 C21 1,�, C5 38.3870.23' 0 82.85' 92.74'
S5132'41 'W 363.36' 89'
54 J BSL
10' PRIVATE ARIABLE 1
ACRES 0.38 9 ` ^
o SPACE A _ SQ FT- 16, 519 C49 C 5 ,� as WATER ACSA SANI TAR Y
S5132'41'W 363.13' \ C48 N �j EASEMENT o SEWER EASEMEN
57.00' 62. 00' 62. 00' 56. 91 ' 57. 00 57. 00' 11.22' C47 � N � 5. 00' I �
co„ c� 1114 o� -
BSL °p o BSL �" (3 o w o I 7g ^ I I� 77 /� '78
� �� 75
-j v f vJi o V) M m \ r Gi 7¢ 5.00' yi �'` `L P�
j N` m N` m ,n W w I I �� RF JOHN P OR VIRGINIA C PACE
73 -� a, rb PARCEL ID 03200-00-00-029JO
g B w g B r� v 8`\9 70 �'' 71 m c.1 I I TMP 32-29J
g 7 I �^ 79 +�� of D.B. 876, PG. 3
ObiL17'OO
'�
vm 6' MIN.-
_ SIDE BSL �, 605.�'
w - -r3ff-- S7.00' S7.00' 57.00' 62.00' 62.00' 27.67 C27 v BSL
o62.00' 62.00' 56.90 57.00 57.00' L=6.38' Cs'j 617.57' S5106'16'W ( ) L=46.
�w (20.00') 617.57' 551 '06'16'W
l 1
G o VARIABLE WIDTH ACSA\ THICK•HT RUN PLACE , 28 �,�Q86, �' �,� 80 5,� •`L ���
SA m o SANITARY Y SEWER 61 ' R/W
�'
rn ` EASEMENT PUBLIC RIGHT OF WAY
00 0 N 6733502.88
HEREBY DEDICATED TO N 6733287.64
� -� 13 44 i PUBLIC USE E 11504555.56
-� \ E 11504822.35
(p,81) 231.57' N51 06'16'E
VARIABLE WIDTH CS7 ,
DRAINAGE 'h 31.95' 0 43.00' 43.00' 43.00' 43.00' ua 27.62' C856 ,9��, 81
274.79' N51 06'16"E VARIABLE WIDTH \ EASEMENT HDPU �' '�' Z o o o .1Ise -m 0
DRAINAGE EASEMENT o ^ r oo �`O oho o o o
D.B. 5609, PG. 86 \ �+ I co o �i o o \ 0
o c., o cr r �o Ito
NORTH POINTE CHARLOTTESVILLE LLC .v Z w \�, ' It'X p l
PARCEL ID 03200-00-00-023JO Z o ° o w 99 1 0O co -� 1 01 s� 0 21
VARIABLE WIDTH 95 14 o 8 0o VARIABLE WIDTH S�
RESIDUE OF TMP 32-23J 9 g o 9 7 ci, -� 1 O2 x
0.181 ACRES HEREBY TRANSFERRED ACSA SANITARY r� �; ti 1 c., `O ��+ LINE OF SIGHT \ `
TO TMP 32-23 EWER EASEMENT \a, j�+ o0 0 o ��` rn o �/, °E EASEMENT HDPU rn 1 82
D.B. 5432, PG. 396 °' o 00 o a : ` 25Z20, 0 I c� �
� o S51 '06 16' W � -- � o t 2 � o �
NORTH POINTE CHARLOTTESVILLE LLC 10, M� BSL \ �68 S51'06'16"W ` 172.57' \'6' �10 (8 1�
_ j Q 1
PARCEL ID 03200-00-00-02300 �3 r,0 a, 0 43.00 43.00 43.00' 101
F J. 6 39.82 43.00 43.00 L81 43.00 s�
RESIDUE OF TMP 32-23 L \L75 146.12' S51 06'16'W 1 03 p9 a� F cr f5a
49. 36 )/5' 151. 70' S51 '06'16'W L o \o, 1 'I
INCLUDING 0.181. 86 ACRES
ES OF TMP 32-23J \ Nr �'` 2� q'38�E IIcon 20' ACSA m „ < % 8* �gg� �+' r, �g� 83 �Sg521'S0
w Zg•� 10 PRIVATE �+ w o� SANITARY SEWER o w o 15 26� ��+. N�,, ARIABLE WIDTH ACSA 28
D.B. 5432, PG. 396 N N PEDESTRIAN EASEMEN I a -N <r o. 2 g SANITARY SEWER
N I - �_ 1 a 8' G '� g2
� g¢ -{, � EASEMENT �1 l � rn. 1
LOTS 91-93 It , 2 EASEMENT
SHEET 4 OF:S 104�s7IFET 4 C7F5
SHEET 3 OF 5_ r 135.14 _ I G� OPEN g E 1 y
`o (119.23)S51 06'16'W (127.14) �, IN Z rn r 8 \ram / 8 150 �� �� a, �� StIEET 3 OFFS
o G cr i rn �5 g0 0$.
Iw SPA CE B "s w• • \_' �S�
c� to y `°� ACRES• 0.44 `'' �� Ci2 �� o- o o \o sir. 8¢
; � w 93 r I�"� oy\�'o, SQ FT.• 19,156 a ✓r' 100 � 16 N Cl-
o ✓ 1O5 1p2� ���
LEGEND `\ y I� , 3'E Oh 16�� 0�2
A. S5106'16'W 121.57 I rn %3 �j. cP, 0. 11
"S' . . =CRITICAL SLOPE AREA \ = c � 2 , 2 $,�
0 M 12' PRIVATE 5 k \ g
�m w U` (108.07) (113.57) DRAINAGE �2�• 4, o•\ 1 ,y 1 Og
E CSA - CSA n w I I EASEMENT �, h cp c) 00' S0
H �N o kk �30 rn La , �1. NORTH POINTE
= BUILDING SETBACK LLINE _ c - : P �\ 9,g Io I W 11 o�
ro VARIABLE WIDTH - '� m o (80.78)
q DRAINAGE EASEMENT no �� o I I 84.78' S51 06'16'W \ 2$ 3 o�. EpLT H OF
D.B. 5609, PG. 67 , c a o� \� S51.06'16'W 111.55 PHASE 1 A
(96.90) (103.55') I 43.00M 41.=78 �' o vo �o /��
o� \_VARIABLE WIDTH RIVANNA DISTRICT
GRAPHIC SCALE -+� `� ACSA SANITARY 141
, ` o N SEWER to �+,f co.,`t �` N o, MAYNARD yl SMAN III ALBEMARLE COUNTY, V/RG/N/A
g 50 0 25 50 100 -y /�(
91 EASEMENT o g9 v {, \ r o� c` LI . O. 2860
C1151 os'1s'w 104.91I 20' �"'� a 87 ��; s 2 " C��� SCALE. 1 "=50' JUNE 17, 2021
85.74' 96.91 IR I 88 p �� i( )( ) DRAINAGE co o 52� Townes
IN FEET) C,1 I� N EASEMENT v cn f S1 ! E ENGINEERING
0 1 inch = 50 ft. �N o o IQo" HDPU cc"„ r; C <qN0 SURVE�O� 1 PARK WEST CIRCLE, SUITE 108
\ / v MIDLOTHIAN, VIRGINIA 23114
\� a 90 51'06'16"W r�� 188.90' �
PHONE. (804) 748-9011 FAX (804) 748-2590
rio
v2 -
DRA WN B Y.• SDE CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 4 OF 5
ti �T-
CURVE
TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
66.00'
113.16'
98'14'01 "
N4134'10"E
99.80'
C25
25.00'
38.02'
87'08'19"
N6749'10"E
34.46'
C2
56.45'
42.05'
42*4039"
S4040'53'EE
41.08'
C26
25.00'
37.51'
855824"
N855432"W
34.09'
C3
25.00'
41.16'
94'19 26"
N035633'E
36.66'
C27
280.50'
28.35'
5 47 25"
S535958"W
28.33'
C4
219.50'
232.71'
60'4442"
N8128'37"E
221.97'
C28
280.50'
297.39'
604442"
S8128'37"W
283.65'
C5
84.00'
49.36'
33'40'09"
S3621'53"E
48.66'
C29
280.50'
58.03'
11505"
N8435'10"W
57.93'
C6
100.00'
60.76'
344847"
N36 4638"W
59.83'
C30
580.50'
26.45'
236'40"
544'13'40'E
26.45'
C7
230.50'
108.03'
26 51 '09"
N37'40'42 E
107.04'
C31
280.50'
51.45'
10 30'31 "
N73 24'17"W
51.37'
C8
40. 45'
24.27'
34 22'S3"
N36 50'44 "W
23. 91 '
C32
580.50'
43. 52'
4'17'44"
547'40'52' E
43. 51 '
C9
169.50'
3.19'
1 '04'38"
N24 47 27"E
3.19,
C33
280.50'
297.39'
60 4442"
5812837"W
283. 65'
CURVE TABLE
CIO
169.50'
60.08'
20'18'36"
N3529'04"E
59.77'
C34
25.00'
36.35'
83'18'45"
N092654'E
33.23'
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl i
169.50'
16.17'
S 27'S5"
N48 22'19'E
16.16'
C35
60.00'
126.60'
l205J'39"
58720'42"W
104.39'
C49
469.15'
163 59'
19 58'41 "
S4133'15"W
162.76'
C12
169.50'
79. 44'
26 51 '09"
S37 40'42"W
78.71 '
C36
645.50'
85.23'
73355"
S30 40'50"W
85.17'
C50
346.92'
16. 48'
2 43'21 "
S30'15'34 "W
16. 48'
C13
544.50'
129.45'
1337'19"
S29 22'43"E
129.15'
C37
554.50'
49.88'
5'09"I3"
N31 53'lI'E
49.86'
C51
346.92'
216.85'
35 48'S3"
S10 59'27"W
213.34'
C14
548, 50'
105.15'
10 59'01 "
S14'13'18"E
104. 99'
C38
120. 00'
154.16'
7336 26"
N07 29'38"W
143. 78'
C52
376. 88'
17. 91 '
243 22"
S30'15'28"W
17. 91 "
C15
354.00'
161.40'
260724"
528*10'55"E
160.01'
C39
446.00'
192.83'
2446'18"
N315443"W
191.33'
C53
280.50'
53.19'
10'51'52"
562'19'37"W
53.11'
C16
60.00'
105.89'
101'0648"
N88'09'I3'E
92.67'
C40
436.50'
6.03'
047'30"
N1642'10"W
6.03'
C54
280.50'
53.18'
1051'49"
573'11'27"W
53.10'
C17
90.00'
113.70'
7223'02"
S03 59'02"W
106.29'
C41
455.50'
14Z 13'
1830 23"
N25 46'15"W
146.49'
C55
280.50'
53.19'
10 51'50"
S84'03'17"W
53.11'
C18
519. 50'
251. 57'
27 4444 "
S46 04'51 ' E
249.12'
C42
580.50'
44.16'
4 21 '32"
S52'00 29 "E
44.15'
C56
219.50'
15. 39'
4101 01 "
S53'06'47"W
15. 39'
CI9
305.50'
96.98'
18'11 '16"
550 51 '35'E
96.57'
C43
580.50'
45.10'
427'06"
S56 2448'E
45.09'
C57
219.50'
43.70'
1124 24"
S60'49 29 "W
43.63'
C20
25. 00'
38. 02'
87'07'47"
S85'19'50'E
34.46'
C44
580.50'
13.32'
I 'l8'51 "
S59'1747"E
13. 32'
C58
219.50'
110. 00'
28'4252"
580 53'06"W
108.86'
C21
439.15'
32.84'
4'17'04"
S4924'10"W
32.83'
C45
580.50'
172.55'
17'O1'52"
N5126'16"W
171.92'
C59
469.15'
60.05'
720'01"
S35'13'55"W
60.01'
C22
439.15'
120.29'
15'41'38"
S39 24'41 "W
119.91'
C46
244.50'
71.41'
16 44'02"
N5135'11 "W
71.16'
C60
219.50'
43.86'
112655"
N79'02'00"W
43.79'
C23
346.92'
216.85'
35 4853"
S10 5927"W
213.34'
C47
469.15'
45.84'
535'54"
S4844'39"W
45.82'
C61
219.50'
19.76'
S 09'31 "
N70'4347"W
19.76'
C24
25.00'
40.32'
92 24'09"
S215657'E
36.09'
C48
469.15'
5Z 70'
7'02'46"
S42 25'18"W
57.66'
C62
645.50'
34.49'
3 03'41 "
N35 5938'E
34. 48'
,+ p,LTH OF NORTH POINTS
PHASE 1 A
PGI
RIVANNA DISTRICT
DO T,T 'SMAN III ALBEMARLE COUNTY, VIRCINIA
LIV, W7, 2860
SCALE: N/A JUNE 17, 2021
Townes
SI-I"E ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23I14
PHONE.- (804) 748-9011 FAX (804) 748-2590
UKA WN & Y.' SUh
CHECKED BY SURVEYOR: J/,i
-JI v.-
SHEET 5 OF 5