HomeMy WebLinkAboutSUB202300076 Plat Final Plat 2024-01-30OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE
SECTION 2A, 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.
NORTH POINTE CHARLOTTES LE, C
BY- GREAT EASTERN MANAGEMLVT COMPANY
DAVID MITCHELL
CONSTRUCTION MANAGER
STATE OF VIRGINIA
Cl TY/COUN TY OF _ I 11�/1/L9_,__ TO WIT.
I,C__�ILL`�Dhkl_ - A NOTARY PUBLIC IN AND FOR THE COMMONWEALTH
LARGE, STATE OF VIR �I�IA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE FOREGOING SUBDIVISION
CERTIFICATE HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY STATE AFORESAID.
116UNDER MY HAND THIS � __DAY OF'-JO-MLA--1_--, 24--q
-MY COMMISSION
N ARY CHRISTINA SCHLOTTENMEIE�
PUBLIC NOTARY PU9UG
REG.#7039983
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES MARCH 31, 2026
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.
-Y
MA NARD J. TINSMAN lIl
North Pointe Phase 2 Section A (2A
'Affordable Units "For sale" Tracking Table North Pointe
Single Family Multi FamllyI
OtherAH I Total For
AHForSale AHForSale For Sale Sale
d
Phase 1A-1EAH Previously Provided
For Sale Units of all Types in Phase 2A_,
0
0,
0',,
%ofAHProposedPhase 2A
000%
U.00%
000'�
U00%
Previous Provided AH for Sale
60i
U!
Uj
al
TotalPravided'toDate ;
16!
0
0
16
-
Total% Provided To Date'•
100.00%
0.W/o
0.00%
Q.001/o
Note: "Previously Provided" may include units not previously proposed but
qualified under the North Pointe
Charlottesville, LLC ZMA-2000Q09, SP-2002-72 and ZMA 2013-00007 North Poln t Proffer Amendment Section 8.2
BOARD OF SUPERVISORS
/I �
J
j�ESIGNATED AGENT DATE
SITE OA TA
OWNER. NORTH POINTE CHARLOTTESVILLE, LLC
DA VID MI TCHELL, E. I. T.
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE: (434) 296-4109
FAX. (434) 963-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE: NORTH POINTE C14ARLOTTESVILLE LLC
TMP 32-23R4 (PART OF) D.B. 5432, PG. 396
INST # 202200010324
TMP 32-23R3 (PART OF) D.B. 5432, PG. 396
INST # 202200001742
MAGISTERIAL DISTRICT- RIVANNA
DRAINAGE DISTRICT- NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT- PD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
DENOTES 518" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDA TION.
EA SEMEN T NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED
WI TH PRIORI TY FOR WA TER, SANI TAR Y AND STORM SEWER
WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER
USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER 18 OF
THE ALBEMARLE COUNTY CODE.
2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY
EASEMENT ALONG ALL PROPERTY LINES.
J. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE
ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY
AGREES TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
UTILITIES ON OR WITHIN 10'
20� OF PRIVATE LOTS.
MANH01
10' S77?UCTURE FIRE 7
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
J. LOTS WITH "CH" ARE ALLOWED A CARRIAGE HOUSE
STRUCTURE WITH A SECOND DWELLING UNIT.
RESIDENTIAL SETBACK REQUIREMENTS
TYPE OF RESIDENCES
FRONTYARD
SIDE YARD
REAR YARD
GARAGE
MINIMUM
DOORWAY
MAXIMUM
MINIMUM
MAXIMUM
MINIMUM
MAXIMUM
SINGLE-FAMILY DETACHED
10,
18'
50'
6'
NONE
20' *
NONE
SINGLE-FAMILY DETACHED
10,
18'
30'
0' *
NONE
10,
NONE
"ZERO -LOT -LINE"
SINGLE-FAMILY DETACHED
10,
18'
50'
6'
NONE
20'
NONE
"COTTAGE"
SINGLE-FAMILY ATTACHED
8'
18,
50'
6'
NONE
10,
NONE
"DUPLEXES & QUADPLEXES"
SINGLE-FAMILY ATTACHED
8'
18'
30'
6'
NONE
10,
NONE
"TOWNHOUSES"
MULTI -FAMILY
8'
18'
50,
6'
NONE
10,
NONE
* 10' MIN *40' FOR LOTS 47-79
BETWEEN 133-149
BUILDINGS
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.
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 & AE(AREAS OF MINIMAL FLOODING) AS
SHOWN ON COMMUNITY PANEL NUMBER 51003CO145D,
EFFECTIVE 0210412005
5. ALL 2.00 ACRES ROAD IS 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 (3.23 ACRES) SHALL BE
OWNED AND MAINTAINED BY THE NORTH POINTE
HOMEOWNERS ASSOCIATION
10. THESE PARCELS ARE WITHIN THE NORTH FORK RIVANNA
RESERVOIR WA TERSHED.
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 ROAD WA Y FROM
FLOODING OR DAMAGE
13. 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 A (2.13 ACRES) HEREBY DEDICA TED TO THE
HOA FOR RECREATION AMENITIES.
17. ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY
SANITARY SEWERS; HOWEVER, BASEMENTS MAYBE SERVED
BY GRINDER PUMPS.
18. PARCELS 106-119 & 147-162 AND THE RESIDUE OF TAX
MAP/PARCEL 32-23R3 & 32-23R4, 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 ALBEMARLE 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.
22. ACSA WATER AND SEWER EASEMENTS TO BE CENTERED ON
AS -BUILT LOCATIONS
23. DUE TO REQUIRED DISTANCES FROM LOT LINES AND
STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND
PROPANE TANKS MA Y BE PROHIBITED, PLAN ACCORDINGL Y.
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
106
8, J08
0.19
114
10,845
0.25
149
11, 032
0.25
157
11,856
0.27
107
8,245
0.19
115
13, 697
0.31
150
18,399
0.42
158
15,641
0.36
108
8,403
0.19
116
13,188
0.30
151
17,917
0.41
159
7,261
0.17
109
7,733
0.18
117
8,245
0.19
152
16,504
0.38
160
1 8,110
0.19
110
7,735
0.18
118
11,085
0.25
15J
10,290
0.24
161
7, 923
0.18
111
7,735
0.18
119
7,532
0.17
154
8,881
0.20
162
8,040
0.18
112
14, 735
0.34
147
7,691
0.18
155
15,044
0.35
113
10,067
0.23
148
8,736
0.20
1 156
125,701
0.59
TOTAL PARCEL AREA SUMMARY.•
IMP 32-23R3. 3.44 ACRES
IMP 32-23R4: 29.64 ACRES
TOTAL ACRES USED IN SECTION 2A:
IMP 32-23R3. 1.85 ACRES
TMP 32-23R4: 11.10 ACRES
TOTAL: 12.95 ACRES
SECTION 2A SUMMARY.•
RESIDENTIAL LOTS 106-119; LOTS 147-162. Z72 ACRES
OPEN SPACE (A, B, C D): 3.32 ACRES
RIGHT -OF- WA Y.• 2.00 ACRES
TOTAL: 12.95 ACRES
LAST REVISIONS
7/17/2023
9111202J
10/31/2023
1211112023
121181202J
0112512024
p,LT H pF
0 2
J y
MAYN D J TINSMAN III
Llr NO, 2860
SURV
NORTH POINTE
SECTION 2A
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE.' N/A MAY 1, 2023
Townes
SI-I-E ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX.- (804) 748-2590
DRA WN B Y.• SOF
CHECKED BY ENGINEER:
CHECKED BY SUR VEYOR. /4JT
SHEET 1 OF 4
N "� . � 'S1' ' / 13 k `�' o w �� \ c� SANITARY SEWER ESMT
h LOT p PUBLIC 523 6 D.B. 5609, PG. 86
LEGEND ,5,� 1 1 5 20' DRAINAGE ESMT �p (62.06' g 8k LOT ``N
EA
3 VSO =STEEP SLOPE PRESERVED "� o. DEDICATED TO 1 J 7s 12. 918 N6, 106 1 l\o pl V
o PUBLIC USE , �. Y, w /0
OVERLAY DISTRICT �; �� (5.31) , <, �wN w Y' �1
='CSA n N LOT 1k6 1k 6 9g `p `J'o \N `16.56' olip
LOT L; -qA
h LOT k$ 21 ��'' `J 107 (9.76' Lk 1f D�
116 / ^ 516/ S16 LOT 99 �" N. `''cr 12jG5g G$14.82' Ci�4�R10 c RIq 1492
LOT o�, Sj 60,32 �� 2 �PQu8t200p0
NEW ACSA SANITARY SEWER C21 L=33� k$ �$� 2go' � J 1 08 -� ST#
ESM T-13' CENTERED ON o.
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DEDICATED TO THE ACSA r 6 VARIABLE WIDTH
G� < �� 00 20' DRAINAGE o\, a G5 o°
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O \cr v\ �1 16 56 ESM T �" -� ESM T
o N6¢5735„ RIPARIAN \ Al- /!yb6� �62� `�'� j DEDICATED TO
G25 fp C9 E 11505625.78 OPEN
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PRIVATE 1 j��0' VARIABLE WIDTH R/W 516/� � �� LOT oo. Gy6 �j C27 ?6' ACRES. 0.29
20' DRAINAGE HEREBY DEDICATED N 10 I �, aj 0 109
�v SQ FT. 12, 603
ESMT LOT TO PUBLIC USE 5 �; '-� O G2$
Iz' "a. LOT was`.
2 A�s�. Ss4 <� ��� 11 O o, o Ri��Gp�S p �oa�
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REVISED�Si 7LOT o- Z 50 0 25 so iao
1 8 • 6. 6 o.
PCL ID: 03200-00-00-023R4 E ¢ N ti (L=6.82) �o�� 5� 21p� 1� p 162
(PART OF) ca N >3S p d U G�' F as
D.B. 5432, PG. 396 ,� "i "� O N 6735656.58
11.10 ACRES TO BE DEDCIA TED TO ` N a E 11505929. 00
SECTION 2 A RW ^ `` LOT / N n VARIABLE r- 5162� 9 $� LOT j o ( IN FEET )
18.54 ACRES REMAINING LOT ��v 118 ^ LOT o' �' 6g o 1 61 wa, 1 inch = 50 ft.
CH I 1 12 LINE OF WIDTH r'oJ g1 �0 NEW � �
b
NEW o CH SIGHT ESMT -� NEW ACSA �'` ACSA WATER �� 1 u, v
iq ACSA WATER I ,�� (0' DEDICATED TO SANITARY SEWER G ESMT-20' -;� LOT
ESMT-20' PUBLIC USE / ESM CENTERED CENTERED ON 0 160
h
CENTERED ON 1 PUBLIC ON AS -BOIL T AS -BOIL T a.. 0
AS -BUILT / cW '•� VARIABLE WIDTH LOCATION -HEREBY LOCATION �' NORTH POINTE CHARLOTTESVILLE LLC
� 18.
LOCATION -HEREBY Q N DRAINAGE ESMT DEDICATED TO -HEREBY o01,��, REVISED
C1 C \ DEDICATED TO! DEDICATED TO g1� THE ACSA DEDICATED TO z 5� PCL ID: 03200-00-00-023R4
N 6735888.42 CAS THE ACSA I �I PUBLIC USE '� g 0, N 6735638.83 THE ACSA 2� (PART OF)
E 11506073.04 018 cV / / E 11505706.95 <� L O T o' ' S16 D.B. 5432, PG. 396
\ 0�% l90 15 9 00 , 11.10 ACRES TO BE DEDCIA TED TO
o° C¢G / �i ') + �' CH �1 0$1 SECTION 2 A
NEW ACSA SANI TARY \ (L=16.88) o / p p5 2 �2 (3.27) �• N o 18.54 ACRES REMAINING
SEWER ESM T-13' �'Aj N / ���k 2k k1 0
CENTERED ON AS -BUILT G19L=5r3
MATCH LINE 3 OF 4_ _ LOCATION -HEREBY (L=28.51' J� �y to _ _ _ _ - _ _
MATCH LINE 2 OF 4 C8 DEDICATED TO THE ACSA - kg \ /3 MATCH LINE 2 OF 4
C¢4 NEW ACSA WATER ESMT-20' y1 y \ v LOT
CENTERED ON N6y283 cc'�� LOCATION -HEREBY DEDICATED �,� 154 I CLIFF VIEW c� PRIVATE 158
TO THE ACSA G 1 o CH �� N 20 DRAINAGE (NJ
+� VARIABLE WIDTH 1033 J 3 a.. r COURT "A ESMT
2' r, �i I �I VARIABLE WIDTH R/W �o
rhj LINE OF HEREBY DEDICATEDLOT
SIGHT ESMT ^ 2 Cl6 C3 1 53 J 1 w J TO PUBLIC USE
W S635
,N DEDICATED TO Cg rn �? 4>g
N PUBLIC USE C40 C39 -'�,., rn. / (10896) 121.960
N �^ ,sue
h LOT M �o PUBLIC r V/
+ 147 a Q I 20' DRAINAGE ESMT
DEDICA TED TO p k 1� c�S 04) C13
= �w PUBLIC U11 C34
USE L3 a N, LOT V�o�
7-IWO w� O k r�8 / 157
1 .A LOT 1 62� NEW ACSA
�1 SANITARY SEWER
1 52 / ESM T-13' CENTERED `s•
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LOT N (7.64) / LOCA TION-HEREB Y r-
N 14 9 (6.61)
•� = � DEDICATED TO
bs LOT `�� w v THE ACSAlp
wr,
1 5 O LOT + /
N 151 LOT
OPEN o;P�b N ) 1 55 ry
SPACE- B Viso\ 1�613 / / `' 3 LOT
�p ACRES, 0.44 r'r, 2� °j 156
\ SQ FT. 19,320 `o, 1$ �2 �28 / (0.27) �. /'�
WA TER 5� \ "s�
PROTECTION 20 .d \ "so wog
,p LT H OF Gi
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U y
MA A J TINSMAN III
LIC, NO. E660
<4N� S U R\l
LIMIT ' ORDINANCE bs, ds' OPEN SPACE C \" `0�. NOR TTI POINTSOF
INUNDATION. BUFFER so x k3 162� ACRES. 0.37• SJ\6' V V
\ \ \b k a`' SQ FT.' 16,325
ZONE \ go 5 �, SECTION 2A
RIVANNA DISTRICT
224.76' No ALBEMARLE COUNTY, VIRGINIA
70.49' 25.39' [61.5 J
[9.so� N55o3'o4'E 737.49' 0250.51' jlao.o1'] � � SCALE: 1 "--50' MAY 1, 2023
146.33'
[9.46J 2001 Townes
NEIGHBORHOOD INVESTMENTS - NP LLC
PCL ID: 03200-00-00-022K0
D.B. 3350, PG. 509 1 PASITED.
ITE ENGINEERING � \ n,�`�-
RK WEST CIRCLE SUITE 108 `<
DRAWN B Y.• SDF CHECKED BY ENGINEER:
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX: (804) 748-2590
CHECKED BY SURVEYOR: /WT SHEEP 2 OF 4
GRAPHIC SCALE NORTH POINTE CHARLOTTESVILLE LLC
REVISED
50 0 25 50 100 PCL ID: 03200-00-00-023R3 (PART OF) 20'
INST# D.B. 5432, PG. "� PUBLIC VARIABLE WIDTH DRAINAGE ESMT
1.85 ACRES TO BE DEDICATED TO SECTION 2A SWM/BMP & DRAINAGE ESMT '�Z_D.B. 5609, PG. 86
1.59 ACRES REMAINING / D.B. 5609, PG. 86 \ I
( IN FEET )
1 inch = 50 ft. [145.80'J [466.88] REVISED 32-23R3 PROPERTY LINE S515348"W 612.68'
WIDTH \
43.17' 569.51 DRAINAGE ESMT
4 DEDICATED TO 19 /
O o c� . t PUBLIC USE
06
PUBLIC
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DRAINAGE ESMT�3 TMP 32-23R3 �tiQ I SPACE A 5�9 _(130
DEDICATED TO r ACRES.• 2.13 /L22 L21 ----
PUBLIC USE ^ �? ''� N62 I SP/ SQ FT: 92, 839 (11. 20) I
1.85 ACRES DERI VED
EXISTING 1'LV 6 FROM IMP 32-23R3 / / L j (8.26) PERTY I
csa IMP 32-23R4 �� ` 0.28 ACRES DERIVED / / / PRGI)N TES ACCESS ESMT
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ro ) 7ps87, �� TMPXIS 32TI23R3 \ / / PUBLIC N2�•31 g2 0
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16p70jli' I
s 6'3g31 / 8g 10
O .LOT N PUBLIC
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1 15 i` 20' DRAINAGE ESMT �p� �62. 16 LOT
DEDICATED TO 1 / / osi 76. lZ• g'g 1$ 6, 106
o PUBLIC USE (5.3
�3 Y,
1 0 IF 1 / 1 6p / 5699 U'a,� Na), 16.56'
14
LOT
LOT , (�� 2 \�' r'o 107 (9.76' 1,
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cs'� �` 4°12 j2, ` 9
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DEDICATED TO THE ACSA h r' �56 p �o .� VARIABLE WIDTH
1 0 0' ORAINA --� / G '
NOR THPOINTE
SECTION I B
INST11 2200001742
OPEN SPACE B
PUBLIC VARIABLE WIDTH
SANITARY SEWER ESMT
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T o gp
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?0 22pp0
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p U\ cr '4 �1 ESMT �" ESMT 5 9 c cnccnc -7c
N64�35'E
PRI VA TE I3p 70'
20' DRAINAGE
ESMT LOT
117
0
2s. 00 N6¢ j'5,6¢ S�SB'GY
58 0 p. E 159 8�� 15=2
NORTH POINTE CHARLOTTESVILLE LLC
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PCL ID: 03200-00-00-023R4
(PART OF) ca nOj N ^7 13S
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11.10 ACRES TO BE DEDCIATED TO ^
I
SECTION 2 A LOT
18.54 ACRES REMAINING ,� LOT 1 1 8
ro 119 CH
NEW
I
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I
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E 11506073.04
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NORTH POINTE CHARLOTTESVILLE LLC
REVISED
PCL ID: 03200-00-00-023R4
(PART OF)
D.B. 5432, PG. 396
11.10 ACRES TO BE DEDCIATED TO
SECTION 2 A
18.54 ACRES REMAINING
MATCH LINE 3 OF 4
MATCH LINE 2 OF 4
H OF Li
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MA YN TINSMAN III
I NO. E860
<qND SURVE���
NORTH POINTE
SECTION 2A
s419.� RIVANNA DISTRICT
/ (10g 96i 121, gs •
/ ALBEMARLE COUNTY, VIRGINIA
SCALE:1 "_-50'MAY 1, 2023 �`
�V`•
^�,
157 Vco srr-Townes�S � n�T
2 1 PARK WEST CIRCLE, SUITE 108 �� 7
MIDLOTHIAN, VIRGINIA 23114
��. PHONE: (804) 748-9011 FAX: (804) 748-2590
DRA WN B K SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR: Mil
�)ntti J Ur 4
1p,LT H OF G
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MA YNAR J /TINSMAN III
IC, �, 228/6/0
<qN�
SUR\/
NOR
TH POINTE
SECTION 2A
RIVANNA DISTRICT
ALBEMARLE
COUNTY, VIRGINIA
SCALE.- N/A
MAY 1, 2023
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE.-
(804) 748-9011 FAX. (804) 748-2590
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
48.00'
85.99'
10238"30"
587'10'52"W
74.94'
C2
454.50'
251.46'
31 41 'S9"
N25 38S4 "W
248.26'
C3
380.50'
178.49'
2652'39"
N23'14'14"W
176.86'
C4
230.50'
3.76'
0 56'05"
565 25'09 "W
3.76'
C5
430.50'
74.99'
9 5849 "'
N412856 "W
74.89'
C6
104.50'
12.59'
6 54'02"
N5039 21 "W
12.58'
C7
62.50'
81.75'
74 5622"
N16 :38'11 "W
76.04'
C8
435.92'
6.46'
0 50'S9"
N27 44 23"E
6.46'
C9
48.00'
7.36'
84725"
S3127'S4"W
7.36'
C10
969.50'
162.56'
936 24
N22'15'59'E
162.36'
Cl 1
25.00'
39.29'
90.02'55"
N28 33'35"W
35.37'
C12
35.00'
28.53'
46'41 '47"
583 04'05"W
27.74'
C13
60.50'
288.68'
2732334"
N1624'S8'E
82.99'
C14
35.00'
28.53'
46 41'47"
550'14'08'E
27.74'
C15
25.00'
39.25'
89 57'05"
N6126 25'E
35.34'
C16
230.50'
278.93'
6920'06"
N51'06'11'E
262.22'
C17
169.50'
61.59'
2049'08"
N7521'40'E
61.25'
C18
230.50'
83.75'
20 49'03"
S75 2i'38"W
83.29'
C19
25.00'
44.22'
101 21 '01 "
525 36'41 "W
38.68'
C20
35.00'
28.53'
46'41 '47"
548 24'43'E"
27.74'
C21
60.50'
288.68'
273 23'34"
S64 56'10"W
82.99'
C22
35.00'
28.53'
46'41 '47"
NO '42'56 "W
27.74'
C23
25.00'
54.47'
124 50 25"
N87 29'02"W
44.32'
C24
169.50'
40.44'
13 40'07"
S23'15'43"'W
40.34'
C25
) 030.50'
182.14'
10 07'37"
522 29'48 "W
181.90'
C26
48.00'
93.35'
111 25'S5"
582 47'09 "W
79.32'
C27
969.50'
1.75'
0'06"13"
S27'01'05"W
1.75'
C28
969.50'
65.17'
3 51 '04 "
N25 02 26 "E
65.15'
C29
969.50'
S7.23'
32255"
N212527'E
57.22'
C30
969.50'
38.41 '
276'12"
N18 35'S3'E
38.41 '
C31
60.50"
53.34'
50 :30"51 "
S84 5837"W
51.63'
C32
60.50'
46.11 '
43'40'18'"
N47'55 49 "W
45.01 '
C33
60.50'
46.12"
43'40 36"
N04'15 22"W
45.01 '
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
C34
60.50'
45.60'
43'1123
N39'10'38'E
44.53'
C35
60.50'
44.17'
41 4935"
N81 41 '06 "E
43.19'
C36
60.50'
S3.34'
S0 :30'S1 "
S52'08'40 "E
51.63'
C37
230.50'
14.52'
3'36'31
N18'14'24"E
14.52'
C38
230.50'
S9.50'
14'47'23"
N27 26'21 "'E
59.33'
C39
230.50'
S5.13'
13 42'14 "
N41 '41 '10' E
55.00'
C40
230.50'
S5.13'
13 42'16
N55 23 25"E
55.00'
C41
230.50'
S7.31'
14'14'49"
N6921'S7'E
57.17'
C42
230.50'
37.34'
9'16'52"
N81'07'48'E
37.30'
C43
169.50'
22.1 T
7 29'41 "
N82 0124' E
22.16'
C44
i 69.50'
39.42'
13'19'27"
N71 36'S0 "E
39.33'
C45
230.50'
S8.77'
14 3627"
S73'11 '25"W
58.61 '
C46
230.50'
21.22'
S'16 31 "
S83.07'S4 "W
21.21 '
C47
169.50'
28.05'
9 28 53"
S81 '01 '38"W
28.OZ'
C48
35.00'
3.32'
S 26'07"
S27'46'S3' E
3.32'
C49
.35.00'
25.21'
41 '15'40"
S51 '07'47"E
24.66'
C50
60.50'
40.10'
37'S846"
S5246'14"E
39.37'
C51
60.50'
47.14'
443820"
S1127'41'E
45.95'
C52
60.50'
45.37'
42 58'11 "
S32 20 ;35'"W
44.32'
C53
60.50'
45.01 '
4237'43"
S75'08'31 "W
43.98'
C54
60.50'
63.58'
60'12'S2"
N53 26'11 "W
60.70'
C55
60.50'
47.48'
44 5743"
N00 50'54 "W
46.27'
C56
) 030.50'
S1.38'
2 51 '24 "
S18 51 '41 "W
51.38'
C57
1030.50'
S7.01 '
3'10'10"
S21 52 29 "W
57.00'
C58
1030.50'
S7.01 '
3'10'11 "
S25 02'39 "'W
57.00'
C59
1030.50'
16.74'
0 55'S3'"
S27'05'40"W
16.74'
C60
434.50'
240.39'
31'41'S9"
S253854"E
237.34"
C61
400.50'
187.27'
26 47 29 "
S23'11 '39 "E
185.57'
C62
434.50'
174.78'
23'02'S0"
S29 58 28"E
173.60'
C63
434.50'
65.61 '
8 39'09
S14'07 29'E
65.55'
C64
400.50'
84.29'
12'03'32"
S15'49'40'E
84.14'
C65
400.50'
102.98'
14 43'S7"
S29'13'25'E
102.70'
C66
50.42'
9.94'
11 '1746"
513 5744 "W
9.92'
LINE TABLE
LINE
BEARING
LENGTH
L 1
S64 57'07"W
17.94'
L2
N46 28 20 "W
31.66'
L3
N54'06 22"W
15.81'
L 4
N20 50'00' E
31.38'
L5
N7335'02"W
44.20'
L6
S7335'02'E
44.30'
L7
N1627'S3"E
104.51'
L8
N64 57'07'E'
17.94'
L9
N1627'S3"E
54.31'
L 10
N41 29'S3"W
50.07"
L 11
S64 57'07"W
30.13'
L 12
N05'07'47' E
17.74'
L 13
N84 52'13"W
7.66'
L 14
S08'16'37' E'
46.59'
L 15
S57'06'38"W
32.85'
L 16
N84 55'09 "W
45.79'
L17
S29'02'46"W
152.95'
LINE TABLE
LINE
BEARING
LENGTH
LIB
N73 ;32'04'"W
20.00'
L 19
N70 2323"W
27.79'
L20
N193637"E
48.53'
L21
N4627'05'E
18.99'
L22
N57 0638' E
29.96'
L23
S69 07'17"W
13.35"
L24
N20 52 24 "W
49.64'
L25
N22'O1'48"E
13.22'
L26
N 16 24'S8' E
88.53'
L27
N22 22'43"W
89.03'
L28
N67:37'17"E
20.00'
L29
S2222'43'E
96.08'
L30
S16 24'S8"W
94.22'
L31
S16 24'S8"W
27.73'
L32
N7335'02"W
20.00'
L33
Nib 24'S8'E
29.09'
DRAWN B Y.• SDF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: N(,tT- SHEET 4 OF 4
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REVISIONS
112115116 PER COMMENTS I
04-27-2016
1" = 150'
BRUN C. MITCHELL
DESIGNED BY
BCM / JLS
CHECKED BY
201
C-11