HomeMy WebLinkAboutSUB202100106 Plat - Approved 2022-05-27OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTS
SEC77ON IC 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.
GREA T EASTERN MANAGEMENT rq1%.-4aVZ-
STATE OF VIRGINIA
C1 TY 1OF _ t TO WI T
I,- - - - ---- -- NOTARY PUBLIC IN AND FOR THE
OWN JA
L R l A T AR E, ST TE OF VIRGINIA, DO HEREBY CER77FY THAT,___N WHOSE NAME IS SIGNED TO THE FOREGOING
IS/ DV ON CERTIFICA TE HAS ACKNOWLEDGED T E SAME BEFORE ME IN MY STA TE
A�Q. UN Y H NO THIS 2C _DA Y OF 2Q�--
MY COMMISSION EXPIREVZLL-2�P
RY CHRISTINA SC OTTENMEIER
PUBLIC NOTARY PUBUO
REa.07039983
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES MARCH 31, 2026
SUR VEYOR'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 J. TINSMAN Ill
BOARD OF SUPERVISORS
jo
,
DE HATED AGENT DATE
SITE DATA
OWNER: GREA T EASTERN MANAGEMENT
DA VID MI TCHELL, E.I.T.
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE, • 14,34� 296-4109
FAX.• (44) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE. • NORTH POINTE CHARLOTTESVILLE LLC
TMP 32-23R 1 (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)
ZERO LOT LINE LOTS 17-37
SETBACK REQUIREMENTS. • FRONT- 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.
EA SEMEN T NOTES
1. COMMON AREAS/OPEN SPACES AND ROWS ARE
RESER VED WI TH PRIORI T Y 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 ALBERMARLE COUNTY CODE.
2, THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR
UTILITY EASEMENT ALONG ALL PROPERTY LINES.
J. THE DE VEL OPER RESERVES THE RI GH T TO VA CA TE OR
REVISE ANY EA SEMEN T HEREON PROVIDED THE PROPER
AUTHORITY AGREES TYPICAL EASEMENT
UNLESS OTHERWISE
INDICATED FOR UTILITIES
20' ON OR WI THIN 10' OF
PRI VA TE LOTS
to,STRUCTURE FIRE CENTER OF PIPE OR
HYDRANT BLOW -OFF C
ASSEMBLY OR WATER ENTER OF DRAINAGE
METER ASSEMBLSCALE CHANNEL.
Y.
ZONING NO TES
1. THIS PROPERTY CONTAINS THE FOLLOWING OVERLAYS"
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD
HAZARD 0 VERLA Y (100 YEAR FL OODPLAIN), 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" Table North Pointe
Single Family[Multi
_T_racking
Family; OtherAH , Total For
N
UnitType AHFor Sale
AHFor Sale F,orSale i Sale
Requi red. 16
12 12
40
Phase IA -ID AH Previously Provided 16
01 0 161
3
Phase 1E AH Provided 0;
0; 0 Oi
For Sale Units of all Types in Phase 1E 0
0: 0 0
--. _ _
%f AH Proposed Phase 1E0 00%
0 00'%a_r 0. 00%' 0 00%
,Previous Provided AH For Sale 0i
0i 0 0
Total Provided To Date' 161 0� 0' 16,
Total % Provided To Date 100.000 0 00'01 0 00% 40 0(P/
Affordable Units "For Rent" Tracking Table North Pointe
Multi Family
Unit Type AH For Rent
Required
Phase 1E RroposedAHU 669
-- . __.
For Rent Units of all types In Phase 1E i 415
_
/o of AH Proposed
-
,Previous Provided AHU For Rent Qj
Total Provided To Date, 661
Total % Provided To Date' 100°fu
_
Note: "Previously Provided" mayinclude units not
previously proposed but qualified
under the North Pointe
Charlottesville, LLC ZMA-2000-009, SP-2002-72 and
ZMA 2013-00007 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. TWENTY FOOT
EASEMENTS WILL BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH EASEMENTS
SHALL TERMINA 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 0.77 ACRE OF 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 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 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 ABUTTING PRI TCHETT 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 HEREBY DEDICATED TO THE HOA FOR RECREATION
AMENITIES.
1 Z ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY SANITARY
SEWERS, HOWEVER, BASEMENTS MAY BE SERVED BY GRINDER
PUMPS.
18. PARCELS 17-37 AND THE RESIDUE OF TAX MAP/PARCEL 32-23R1,
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 LOCA TED ON PRI VA TE PROPERTY MUST HA VE 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
BACKWA TER VA VE.
TMP If EXISTING REMAINING
ACRES ACRES
32-23R1 78.435 72.455
'�',t.T H p�'''�
L
ra
MA YN,4RVf-J TINSMAN III
L'IC, ND, 2860
SUR\1
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
17
6,732
0.15
24
6,710
0.15
31
5,752
0.13
18
3, 981
0.09
25
5,376
0.12
32
5,750
0.13
19
4,568
0.10
26
5,560
0.13
33
6,912
0.16
20
5,238
0.12
27
5, J25
0.12
34
7,539
0.17
21
6,629
0.15
28
4,132
0.09
35
8,124
0.19
22
6,592
0.15
29
5,250
0.12
36
6,641
0.15
23
7,608
0.17
30
6,768
0.16
37
6,736
0.15
LAST REVISIONS
812012021
101512021
121612021
111JI2022
J12412022
511112022
NORTH POINTS
SECTION 1 C
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A
MAY 19, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
DRAWN B Y.• SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR: 4417 '
oncu i yr o
39
SECTION 1 B
PUBLIC VARIABLE
WIDTH SANITARY -
SEWER EASEMENT
INST# 2200001742
TI—TI CKE T i , RBUIVLIC PL,A CH
N 6733981.73 N 6733912.03 INST 2200001742
PUBLIC VARIABLE E 1150 89 E 11505329.50
WID TH LINE OF _
IGHT EASEMENT PUBLIC VARIABLE 551'06'16"W 255.99'
1 WID TH DRAINA GE 5 (70.87)
C3 L-46.93' CA.,` EASEMENT 71.10' (61.10')n �(174.89) 184.89'
/ rn / ��
Sq 1 2� 2 W'' r �'- S51 '04'23"W 29 �' L, o I g rn
100.0630
6f.00 w �o cn Z rnc�o\�
PRI VA TE 10 tv JK3 r- tv t.� �; (85.83) -rOPHiv
PEDESTRIANi�
EASEMENT LOT 40 rn v, Ny S51'08'35"W 96.08 ,� SPACE A
INST# 2200001742 N5106 16 E 102.73 ;a fU t o ACRES.
Fy SO FT- 98,96 2.2 961
92.73') .c"a.'" �8 d o ry
43 w ( o '° M
9
o PUBLIC 11
SECTION 1 B VARIABLE O Cp S51'08'35"W , 96.08'''E
NORTHPOINT I ��' SANITARY TH 31 0 (76.38) t4 i' • •kd
. t-. •c� a V PUBLIC 20 is /'�
SECTION iB I•h rn SEWER N 2 U o �+ -�
# v o EASEMENT , W U J�i,
oSANEASEMEN WER NO PCL ID: OJ200A00-00-023RILLC
INST 2200001742 -a
41 42 �' Q'y Q cn p 27 co a, (PART OF)
SECTION 18 N5106 WE 102. 70 U : o N' '
}, rh D.B. 5672, PG. 195
�0
/a
OPEN 32 � Q� W 5171'59"W
/ / SPACE 8 L27 ^ Z 10 (64.04')
'B ro
SECTION 1B
/ PRI VA TE L32 r� \ W v
1 ' DRAINAGE "�`� V
_ _N51 16 E 026A rn
/� EASEMENT" L31 0 N tah,o �1
�i v Ny
INST# �66�1 PRIVATE 12' �. �.y (86.39'
2200001742 �j ' .
,hp 6 DRAINAGE EASEMENT g � crl 1
v S58''
33 P4 4239" ,
;0
PUBLIC VARIABLE
WIDTH SANITARY
38 SEWER EASEMENT
SECTION 1 B (3, c;w o34
M 11 g.0� �S 00) \,2 �n �o�s 60� ry'tij Ci 4j�� I
g8.W 00 t tea; G l
S335
NO
36
3.3Q 0
60.0
XNN
I
I l
PRI VA TE 101�cy3\ o
1
..� � PEDESTRIAN �� PUBLIC\
EASEMENT m o VARIABLE
m 3 7, WID TH \ a �, 5 i �2 v� ,�'S ti� 23 I I
PUBLIC o SANITARY
VARIABLE cA SEWER
WIDTH EASEMENT DRAINAGE 0.q9
o rn �-
EASEMENT
P L2 L23 �0� qg PUBLIC VARIABLE
" f06 E 1i3' WIDTH LINE OF
� 2p N33. SIGHT EASEMENT �
� � .76') (3 06) N 6734372.23 G'� 'Z� sr0? ,,,��
E 11505226.04 G13 Z '�',C,, s� T�'' �`/,1 o
c� 2 1
8.96
533.320 0 �% 20 '�C, 95 31(612
w
�c R� h2 n 0.10 iN
�•" 1 cA / SHEET 2
6 -�# 2� V � �'' '� " / 3,28 - - - - SHEET 3 OF 3 +�_._....
sit �� s
N 6734500.48 1 7 PUBLIC w 33' j "E Zg1.99- : PUBLIC
CA
�`3 VARIABLE b NORTH POINTE CHARLOTTESVILLE LLC
E 11505273 59 o I'Q-n VARIABLE � `' g2' •3 '05 ► c,�
' WIDTH �'D 57. N33.. . rn WIDTH \ PCL ID: 03200-00-00-023R1
DRAINAGE �" / v SANITARY ss�' (PART OF)
EASEMENT 44.32, NORTH POINTE CHARLOTTESVILLE LLC �j SEWER D.B. 5672, PG. 195
j PUBLIC VARIABLE PCL ID: 03200-00-00-023R1
EASEMENT b �
/ �' WIDTH SANITARY (PART OF)
56.8 83g.69) SEWER EASEMENT D.B. 5672, PG. 195 kl, s rRj w
GRAPHIC SCALE �;'-'rr OPEN
so o zs so ioo , SPACE A
F` ACRES: 2.27
N 6734284.11 SO FT- 98,961
E 1150 890.77 \
( IN FEET)
1 inch = 50 ft. b
LEGEND
dS3 VS' =CRITICAL SLOPE AREA
CSA ' CSA
tip,Li H OF Li
MA YN RD TINSMAN III
I -IC, NO. 2860
SURVE�O�
SECTION 1 C
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE.- I "=50' MAY 19, 2021
Townes
u1TE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX (804) 748-2590
DRA WN 8 Y.• SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR: /141%
Sntt► z ur
tNi► '
N '
_ m SHEET 2 OF 3
_ SHEET 3 OF 3 -
�" PUBLIC
VARIABLE bso NORTH POINTE CHARLOTTESVILLE LLC
WIDTH PCL ID: 03200-00-00-023R1
SANI TAR Y b�,J' (PAR T OF)
< SEWER D.B. 5672, PG. 195
EASEMENT \ y�CP
J
w
���►, SPA CH A
ACRES. • 2.27 t
N 6734284.11 SQ FT' 98,961
E 1150489a 77
wcn
�O N bJ'J
N
2
rn� N 67,
y\�� E 15
f
PUBLIC 20' +!
DRAINAGE
EASEMENT
• ao
PUBLIC
v� VARIABLE
DTH PUBLIC 4
SANI TAR Y VARIABLE
A SEWER WID TH
'^o EASEMENT SLOPE &
O .c / DRAINAGE
EASEMENT
N 'Ll4,
(J
c� PUBLICC 20'\
SANITARY SEWER \�O \ rc-u
SEMENT I �e
moo.
N 6734489.55 .6 �,�9 `
E 11504746. 78 f'SJ I "'Q
`�¢9�. r �s�so v•
?¢os.
A
GRAPHIC SCALE
50 0 25 50 100
INV
( IN FEET )
1 inch = 50 ft.
LINE TABLE
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L l
551 06'16 "W
21.07'
L l l
582 35'34 "W
47.65'
L21
536 23'09 "W
106.93'
L2
N0071 '47"W
67. 61 '
L 12
N07 2426 "W
20. 00'
L22
S56 2754 "E
102. 49'
L3
SO3'5252 "W
32.99'
L 13
N8235'34 "E
40.94'
L23
S32 20'28 "W
181.53'
L 4
N 18 26'53"E
16.27'
L 14
S37 54S4 "W
70.52'
L24
N33'32'06 "E
119.32'
L5
NO3'20'59"W
52.20'
L15
S68 51'l1 "W
16.14'
L25
N18 26'40"E
11.52'
L 6
S74'0944 "W
42.91 '
L 16
N32 29'17"W
12.35'
L26
N71 33'20 "W
10.00'
L 7
N78'39'59 "W
20.00'
L 17
N69 3744 "W
88.55'
L27
S51 06'00 "W
9.52'
L8
N40 4829"W
58.24'
L 18
S76 08'56 "W
24.70'
L28
N38 5349 "W
91.45'
L 9
S40 58'14 "E
34.54'
L 19
N13'51 '04 "W
25.47'
L29
N00'16'54 "E
15.83'
L 10
N70 5826 "E
106.85'
L20
S78'32'06 "W
39.68'
LEGEND
Evso VS3 =CRI TICAL SLOPE AREA
CSA CSA
CHECKED BY ENGINEER:
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
25.00'
45.55'
104'23'14"
S1839'32"E
39.50'
C14
230.50'
42.47'
10'33'21"
S185447"W
42.41'
C2
25.00'
39.27'
90 00'00"
N7832'06"E
35.36'
C15
230.50'
39.24'
9 45'14"
S08'45'30"W
39.19'
C3
269.50'
57.12'
12 08'40"
S45'01'56"W
57.02'
C16
230.50'
14.08'
32959"
S02 07'53"W
14.08'
C4
25.00'
39.29'
90 02'19"
N835235"W
35.37'
C17
230.50'
42.47'
1033'25"
SO4 5349"E
42.41'
C5
25.00'
39.25'
8957'41"
S060725"W
35.34'
C18
230.50'
42.47'
103325"
S1527'14"E
42.41'
C6
554.50'
7.44'
0 46'06"
N7543'48"E
7.44'
C19
230.50'
42.47'
103325"
S26 00'39"E
42.41'
C7
445.50'
76.93'
9 53'36"
N71 '10'00"E
76.83'
C20
230.50'
30.45'
7 34'04"
S35 04'23"E
30.42'
C8
169.50'
65.31'
2204'38"
S8153'28"E
64.91'
C21
169.50'
0.99'
0 20'08"
N38 41'21 "W
0.99,
C9
230.50'
119.30'
29'39'13"
S184229"W
117.97'
C22
169.50'
92.66'
3l'19'16"
N2251'39"W
91.51,
C10
230.50'
171.94'
4244'18"
S1729'16"E
16Z98'
C23
169.50'
32.78'
110454"
N013934"W
32.73'
Cll
169.50
126.43
42 44 18
N1729 16 W
123.52
C24
169.50
27.80
9 23 48
N08 34 47 E
27.77
C12
169.50'
87.73'
2939'13"
N18'4229"E
86.75'
C25
169.50'
59.93'
20'15'25"
N2324'23"E
59.62'
rClJ
230.50'
37.59'
9 20'38"
S28 51 '46 "W
37.55'
Cp,LT H
�o Z�
J y
MAYNA TINSMAN III
NO. 2860
SUR\0.
NORTH POINTS
SECTION 1 C
RI CANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE.- 1 "=50' MAY 19, 2021
Townes
E EN GI NEEF2ING o � SI'i
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. • (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR: /tAlP SHEET 3 OF 3