HomeMy WebLinkAboutSUB202000206 Plat - Revision 2021-06-17I
OWNERS 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
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 32-23J
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 32-29I
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: (SEAL)
JONATHAN B. COMER, SENIOR VICE-PRESIDENT
COMMERCIAL LOAN OFFICER
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 - - - - - 20__.
MY COMMISSION EXPIRES
NOTARY PUBLIC
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
SITE DA TA
OWNER: CWH PROPERTIES LIMITED PARTNERSHIP
DAVID MITCHELL, ELT.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE: (434) 296-4109
FAX: (434) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
OWNER: NORTH POINTE CHARLOTTESOLLE LLC
DAVID MITCHELL, ELT.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE. (434) 296-4109
FAX: (434) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE- CWH PROPERTIES LIMITED PARTNERSHIP
RESIDUE OF IMP 32-20 D.B. 2309, PG. 419,
NORTH POINTE CHARLOTTESVILLE LLC
TMP 32-23 (PART OF) D.B. 5432, PG. 396
IMP 32-23J D.B. 5432, PG. 396, &
TMP 32-29/ D.B. 5369, PG. 222
MAGISTERIAL DISTRICT RIVANNA
DRAINAGE DISTRICT NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT PD-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 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.
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
20' U77LI77ES ON OR WITHIN 10'
OF PRIVATE LOTS
MANHOLE STORM
10' STRUCTURE FIRE 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 FLOODPLAIN), STEEP SLOPES (MANAGED
AND PRESERVED), AND WATER PROTECT70N 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 W"ti Family OtherAH Total For
Unit Type
AHForSale
AHForSale
For Sale
Sale
Required
id
12
12
Phase lA Propnmd AH
3
0
0
3
ForSale Lhtsofall Typesin Phase1A
41
O
O
41
%ofAH Proposed
3&79%..,
QOD%
000%
7.50%
PreviousPmvidedAHForSale
O
O
O
0
Total PmvidedTo Date
3
O
O
3
Total%PmvidedTo Cate
1EL7596
0.07%
Q00%
7.50%
SURVEYOR'S CERTIFICATE Affordable Units "For Rent"
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET W iti Farrly
FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDATION UritType AHForSale
IN ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE FReqwred
SET WITHIN ONE (1) YEAR OF RECORDATION.
Phase lA Propmed.AH 0
For Rent Lin itsof al l types in Phase lA 0
%ofAH Proposed 096
MA Y NARD J. 77NSMAN NI
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
DRAWN BY. SDF
Previous PmvidedAH ForSal e 0
Total PmvidedTo Date 0
Total %PnwidedTo Date 0%
Table North Pointe
Nate-"Pmviausly Pmvided'rmyindude urrts nd,revimslylroposedburgmlifiedundrr the Abrth Paint
CharbttesviCe, LLC 06142004M, SR2972-72md2MA20_�WO7A4rlh PviM PmlferAmeffi rent serum 82
CHECKED BY ENGINEER:
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 51003C0145D, EFFECTIVE 0210412005
5. ALL ROADS ARE TO BE DEDICATED TO THE COUNTY FOR
PUBLIC USE.
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER,
AND ELECTRICITY
7. ONLY ONE DWELLING UNIT PER LOT
8. THE DEVELOPER RESERVES ALL THOSE WATER AND
SEWER EASEMENTS THAT WILL BE REQUIRED BY
A.C.SA. 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
ASSOCIA T70N
10. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA
RESERVOIR WATER SUPPLY WATERSHED.
11. THIS PARCEL IS NOT WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT
12. AN APPROVED LANDSCAPE PLAN IS REQUIRED TO THE
ISSUANCE OF THE 1ST CO OF ANY OF THE DWELLINGS
UNITS ON ANY OF THE LOTS ABUTTING PRITCHETT
LANE
13 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
SUBDIVISION LOT LESS THAN 15,000 SF IN SIZE.
14.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
RESTRICT70NS MUST BE INCORPORATED INTO EACH
DEED CONVEYING TITLE OF SUCH PARCELS.
15.OPEN SPACE HEREBY DEDICATED TO THE BOA FOR
RECREATION AMENITIES.
16. ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY
SANITARY SEWERS; HOWEVER, BASEMENTS MAY BE
SERVED BY GRINDER PUMPS.
17. PARCELS 66-107 AND THE RESIDUE OF TAX
MAP/PARCEL 32-20, 32-23, 32-23J AND 32-29I
EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE
18. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE
MANAGED ION ACCORDANCE WITH THE ALBERMARLE
COUNTY WATER PROTECT70N ORDINANCE
19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM
THE MAIN TO THE STRUCTURES LOCATED ON PRIVATE
PROPERTY MUST HAVE A VISUAL INSPECT70N
PERFORMED BY THE BUILDING DEPARTMENT.
20. 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 OF00
THE MANHOLE COVER OF THE NEXT UPSTREAM D�""A
MANHOLE IN THE PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE
IMP #
EXIS77NG
ACRES
REMAINING
ACRES
32-20
63.100
t62.774
. 132-23✓
4.890535
/
4
SITE
y
I
�1
VICINITY MAP SCALER 1)=2,000'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SO FT
ACRE
LOT
SO FT
ACRE
LOT
SO FT
ACRE
LOT
SO FT
ACRE
66
5,982
0.14
77
9, 934
0.23
88
5,064
0.12
99
4,300
0.10
67
6,478
0.15
78
12,009
0.28
89
4,195
0.10
100
4,297
0.10
68
6,448
0.15
79
12,491
0.29
90
4,977
0.11
101
4,150
0.10
69
5, 893
0.14
80
11,817
0.27
91
4,642
0.11
102
5,506
0.13
70
5,878
0.13
81
11,440
0.26
92
5,000
0.11
103
4,553
0.10
71
5, 853
0.13
82
9,548
0.22
93
5,506
0.13
104
4, 730
0.11
72
5,862
0.13
83
10,110
0.23
94
6,224
0.14
105
4,736
0.11
73
6,157
0.14
84
12,648
0.29
95
5,076
0.12
106
5,462
0.13
74
7, 513
0.17
85
4,599
0.11
96
4, 300
0.10
107
24,474
0.56
75
8,551
0.20
86
4,604 0.11 97 4, 300 0.10
4,572 0.10 98 4, 300 0.10
LOT TABLE
LOT ACREAGE
OPEN SPACE C 1.28
PARK F 2.28
76
8,816
0.20
87
LOT TABLE
LOT
ACREAGE
OPEN SPACE A
0.38
OPEN SPACE B
0.44
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S 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.
2.THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR U77LITY EASEMENT ALONG
ALL PROPERTY LINES.
J.THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT
HEREON PROVIDED THE PROPER AUTHORITY AGREES
4.HDPU= HERE BY DEDICATED FOR PUBLIC USE
5.VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT
NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE
DRAFT 4
MAYNARD J TINSMAN III
LIC. ND. 2860
06-17-2021
LAST REVISIONS
1112012020
0210412021
0610112021
0611712021
NORTH POINTE
PHASE lA
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A JUNE 17, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEEP i OF 5
I
NORTH POINTE CHARLOTTESWLLE LLC
PARCEL ID OJ200-00-00-02300 a
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG 396 20' SANITARY
SEWER EASEMENT/
\ D.B. PG.
20' SANITARY \ \ p
SEWER EASEMENT
D.B. ___, PG.
MATCH LINE THIS
i
i
F M VARIABLE WIDTH
/ SLOPE & DRAINAGE /
FEMP / EASEMENT
/ D.B. __- PG.
mJ
II 20' SEWER
EASEMENT )
ryry W
VARIABLE ^y A m O O
WIDTH VDOT �1 D.B. __, PG. Q v
DRAINAGE 9I,
EASEMENT R VARIABLE WIDTH p
D.__� \SLOPE & DRAINAGE B. W
D. EASEMENT
D.B. ---• PG.
�Fq e F I v 92.52' N47*5 '597E
�i
CWH PROPER77ES LIM17ED PAR7NERSHIP� \
PARCEL ID 03200-00-00-02000
RESIDUE OF IMP 32-20
62.774 ACRES
D.B. 2309, PG. 419
EASEMENT __, / 24' ACSA FORCE MAIN EASEMENT
SEWER EASEMENT VARIABLE SANITARY
/ D.B. _ PG. __—
D.B. __, PG. _ 50' RIGHT-OF-WAY RESERVED
/ FOR FUTURE DEDICA77ON UPON
DEMAND OF THE COUNTY
10' TEMPORARY
CONSTRUC77ON EASEMENT
i
VARIABLE WIDTH VDOT
D.B.DRAINAGE PG. EASEMENT
\ EXISTING ACSA FORCE
MAIN EASEMENT
\ D.B. 5438, PG. 674
LEGEND
Cvso—vso =CRITICAL SLOPE AREA
CIA —'CSA l
.a = BUILDING SETBACK LLINE
DRAWN BY.• SDF
PARK F
ACRES: 2.28
SO FT* 99,136
SHEET VARIABLE WIDTH
1,63 SLOPE & DRAINAGE
EASEMENT
W D.B._-PG.__
VARIA�E WIDTH
SWM/BMP & DRAINAGE /
EASEMENT /
D.B. PG.
20' DRAINAGE
EASEMENT l
D.B. _ 24' ACSA FORCE
PG. _____ / MAIN EASEMENT
/ D.B. , PG.
E E \
l
VARIABLE WIDTH
SANITARY SEWER
EASEMENT
D.B. ___ PG. ____
VARIABLE WIDTH VDOT
DRAINAGE EASEMENT
D.B. __, PG.
?PARrCFLI
PROPERTIES LIMITED
PARTNERSHIP
NORTHSIDE 03200-00-00-02000
RESIDUE OF IMP 32-20
DRIVE 62.774 ACRES
VARIABLE WIDTH R/W D.B. 2309, PG. 419
D.B.,PG. _
VARIABLE WIDTH VDOT
DRAINAGE EASEMENT
D.B. _`_- PG.
10 �qP9 �Volk # fz Y
1• 4, RL 00W
VPRiPB
SHEET 3 OF 5-
SHEET 2 OF 5
NORTH POINTE CHARLOTTESWLLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
PG. _
NORTH POINTE CHARLOTTESWLLE LLC
PARCEL ID OJ200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
TH
L) DRAFT
MAYNARD J TINSMAN III
LIC NO 2860
06-17-2021
CHECKED BY ENGINEER:
OPEN
C
ISO FT: 55,843
\ VARIABLE WlD7H
SANITARY SEWER
SHEET 3 OF 5 _
sHFFr OF
s GRAPHIC SCALE
50 0 25 50 100
Emmi
( IN FEET )
I inch = 50 ft.
EASEMENT HDPU �\
\ t.
VARIABLE WIDTH
\ �!"'� PROPERTY LINE MEANDERS
DRAINAGE EASEMENT n
HDPU
t1,390' ALONG THE ¢ OF
N \�\ N 6733972.88 w \ CREEK
E 1150409Z17 C62 \�'�,,CWH PROPERTIES LIMITED
% \ o_ �, �°o PARTNERSHIP
N\- l j)\ PARCEL ID OJ200-00-00-02000
G36 s RESIDUE OF 7714P 32-20
62.774 ACRES
\(/=28.641 D.B. 2309, PG. 419
VARIABLE WIDTH
SANITARY SEWER
EASEMENT
D.B. _ PG.
16' PRIVATE L3� > !
ACCESS EASEMENT 2672' _100�) \ � VARIABLE WIDTH /
VARIABLE WlD7H(L=5.07')G3 L ��\� 0 258" \ �� \ D.B.NAGE EPGEME�
SANITARY SEWER ' \N37
EASEMENT
ZONE X"
Y � ZONE ilE' 3_,
VW3.
ti0 WATER
PROTECTION
STREAM /� y
\ s
a N\ � �j� ^/^ %sL4s�
A�
gbh o
PARKBF
SO FT. 99,136
x� Oh UJ
W O m j `\ a VARIABLE WIDTH
J
hO ~ (4 4 � °616 / / / 1���\\� EASEMENT HDPU DRAINAGE !sue
/ D
/h/"1
20' SANITARY J ^ l /
SEWER EASEMENT aP G5i Z°NE�" EF�p
HDPU
L96°NE E �� N1 FEMP Z°NE
�CWH PR 6 CPROPER7ES L M17ED
R>' 1,00 z �5 PARTNERSHIP
7PARCEL ID 03200-00-00-02000
13" E / RESIDUE OF IMP 32-20
N41'Z% 62.774 ACRES
D.B. 2309, PG. 419
Gp VARIABLE WIDTH
SLOPE & DRAINAGE
EASEMENT
WATER 4
° PRDTEG71! NORTH POINTS
STREAM BUFFER
� 1.6
0
,,
�� aA, /' ` PHASE 1 A
wry' �� FEMP RIVANNA DISTRICT
N 6734519.61 �6, ALBEMARLE COUNTY, VIRGINIA
E 11503893.99 /
��FFMP�` / PROPERTY LINE SCALE: 1 "=50' JUNE 17, 2021
L62 ti° �E MEANDERS Townes
VARIABLE V19D TH / t1,390' ALONG SITE ENGINEERING
SLOPE & DRAINAGE �"/ THE C OF CREEK 1 PARK WEST CIRCLE, SUITE 108
EASEMENT / MIDLOTHIAN, ORGINIA 23114
D.B. __- PG. ___ / PHONE. (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 5
I
JKll7 YUIIVIt GMAKLUIItJVILLt LLG \
PARCEL ID 03200-00-00-023✓O
RESIDUE OF IMP 32-23✓-
1.535 ACRES
D.B. 5432, PG. 396
NORTH POINTE CHARLOTTESNLLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF T UP 32-23
91.315 ACRES
D.B. 5432, PG. 396
SHEET 4 OF 5 _
SHEET 3 OF 3
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N2704'51 E
11.46'
L36
N585647"W
39.31'
L2
S270451 "W
10.99'
L37
S87 43'11 "W
15.58'
L3
S3721'58"W
49.73'
L38
N602249"W
59.08'
L4
N602249"W
6.39'
L39
N755955"W
24.01'
L5
N755955"W
14.89'
L40
N4151'16"W
49.10'
L6
N0903'44 E
80.16'
L41
S67*54'28"W
23.59'
L7
N385344"W
1365'
L42
N1620'25"W
1320'
L8
N385344"W
20.00'
L43
N7941'18"W
16.76'
L9
N28'06'35 E
15.86'
L44
N552259"W
19.47'
L 10
S62 40'32 E
12714'
L45
N90 00'00"W
13.31 '
Lll
52779'28"W
20.00'
L46
5525428"W
12.94'
L12
S29*14'09'E
30.28'
L47
N8133'47"W
5.84'
L13
S515542"W
21.89'
L48
N5946'18"W
26.05,
L14
N5540'16"W
44.71'
L49
N9000'00'W
27.45'
L 15
N08 53'11 "W
24.53'
L50
NI1 40'40'W
14.30'
L16
N4353'06'W
5.81'
L51
N712420"W
15.76'
L17
S75'43'50"W
9.53'
L52
S85'07'07"W
34.73'
L18
N6170'25"W
22.67'
L53
N803243"W
21.59'
L19
N4903'03"W
21.62'
L54
N664223"W
10.47'
L20
N1573'20"W
15.23'
L55
N054922"W
24.61'
L21
N6431'43"W
21.56'
L56
N195623"E
44.97'
L22
N8657'16"W
17.50'
L57
N312124 E
52.48'
L23
N222846"W
22.60'
L58
N24 07'19 E
78.14'
L24
N6040'17"W
15.OX
L59
NO) 02'28"W
39.49'
L25
N36 07'S4"W
3275'
L60
N25 07'S5 E
112.89'
L26
N693123"W
19.52'
L61
N7370'18"E
35.11'
L27
N0649'04"W
14.57'
L62
N3331'51 E
80.47'
L28
N24'4847"W
14.77'
L63
N2822'30"E
20.15,
L29
N8641'39"W
18.90'
L64
N575849"W
3.88'
L30
N4754'11 "W
36.86'
L65
51577'51 E
4.17'
L31
N66 42 30"W
33.99'
L66
S08'4249 E
56.84'
L32
N46'13'38"W
22.78'
L67
5394354 E
21.51'
L33
N712636 "W
22.31 '
L68
S30 0121 "W
30.42'
L34
N3729'02'W
1362'
L69
5313442"W
11.86'
L35
N737531 "W
9.10'
L70
N68 09'02"W
39.38'
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
DRAWN BY.• EDE
VARIABLE WIDTH -
SANITARY SEWER
EASEMENT HDPU
10,
DNI g5l
FR T
VARIABLE WIDTH
DRAINAGE EASEMENT
D.B. -- PG. ---
LINE TABLE
LINE
BEARING
LENGTH
L71
S6809'02 E
16.26'
L73
S80'1424"W
20.00'
L75
N51'06'16"E
253.46'
L76
N624032"W
126.60'
L77
5313442"W
11.85'
L78
5610833"E
30.00'
L79
N0837'20"E
20.97'
L80
N385344"W
10.00'
L81
N51'06'16 E
168.82'
L82
S68'10'10 E
120.87'
L84
N2150'58"E
11.49'
L85
N6870'10"W
83.75'
L87
53307'10"E
128.36'
L88
50030'48"E
18.13'
L89
N3853'44"W
92.10'
L90
55957'12'E
37.11'
L92
N5957'12"W
37.11'
L93
S5124'17"W
10.05'
L93
N385328'W
28.41'
L94
N385344'W
100.00'
L95
N7130'32"W
6.28'
L96
54125'13"W
16.90'
L97
55824'31 E
22.08'
L98
N5824'31 "W
22.54'
L99
I N1336'52"W
26.66'
L 100
I S79 09'11 E
19.95'
SHEET 3 OF-5-
SHEET 2 OF 5
1 \ 9s
96
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91
S 1 6'16" 104.91'
\o_ 90
a55106'1 E
43.00'
1
43.00'
0 43.00'
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^---DRAINAGE EASEMENT
D.B. ___, PG.
CHECKED BY ENGINEER:
PROPERTY LINE
MEANDERS
t 1, 390' ALONG
THE i OF CREEK
C-Z7
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-023J0
RESIDUE OF IMP 32-2JJ
1.535 ACRES
D.B. 5432, PG. 396
103
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D.B. 876, PG 3
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15 VARIABLE WIDTTI �/ \
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rnS vet Za, SHEET 3 OF 5
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D.B. --- PG. ---
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02910
RESIDUE OF IMP 32-291
0.004 ACRES
D.B. 5369, PG. 222
84
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k•
,�56 19
CWH PROPERTIES LIMITED
PARTNERSHIP
PARCEL ID 03200-00-00-02000
RESIDUE OF RESIDUE OF IMP 32-20
D.B. 2309, PG. 419
LEGEND
Cds�vs� =CRITICAL SLOPE AREA
CSA ''CSA
m = BUILDING SETBACK LLINE
NORTH POINTE
CWH PROPER7ES LIMITED (ID
�� PHASE 1A
PARTNERSHIP PARCEL ID 03200-00-00-02000 v RIVANNA DISTRICT
RESID 2. OF 74 ACRES -20 NSMAN II ALBEMARLE COUNTY, VIRGINIA
D.B. 2309, PG. 419
SCALE. 1 "=50' JUNE 17, 2021
SHEET30F5Townes
T 2 OF 5 SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 3 OF 5
I
o_ ..__..._.__
0ti!,�2
eSl 4Z
Af
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Gti� 1
/ 107
l
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ASH
PRITCHETT LANE Asa Asa j
VARIABLE WIDTH R/W N 6733296.77 C22 to(3337) (65.23) (65.20) L93 (7783) S5124'17"W 287.09'
E 11504874.85 C21 t�� C5 38,38' 70.23' ro 82.85' 92.74'
55132'41 "W 363.36' 31 '89
Z
o OPEN
ACRES: 0.38 5a 10 P- RI�VATF 4� IABLE KID THis BSL y�
o SPACE A\ SO FT. 16,519 C49 C59 w w WATER SANITARY SEWER 5�
`ram
S 132'41 "W 363.13' C48 J EASEMENT } `6� 3 EASEMENT HDPU ° 0�
p 57.00
y 62.00' 56.91'
57.00' 62.00' ' 57.00' 11.22' C47 N v°1i 5.00'
r p (.I
BSL �°°" \ BSL [:i N J \ o�"o o I I 76 I IM/1 77
J J �o° J Lq N N (11 Z ,� Q
ti y f N N rbm w \ r 74 y 5.00' I ti dye �'F,PR JOHN P OR WRGINIA C PACE
ao = F° ry r� Rq 73 -^'�' m `� A`' v P PARCEL ID 03200-00-00-029J0
W 70 �" �" 72 p� ^1 u _ r ti S TMP 32-29J
66 wv 87 88 J 9 71 �� \ rv� rol I� I IN ^ Po 79 �� D.B. 876, PG. 3
b ! J N \ a Qj 6-
V I P4 6' MIN. a w a \ V� � 3� N ^`
SIDE BSL \ N w 605.18 y
S51 06'31 "W N r 93d-- �3H
w 1Sg - -� 57.00' 57.00' 6200' 62.00' 27.67' C27 v CS L �° l
m 57.00' rn 62.00' 6200 56.90' 57.00 S700 j7 0
fw (20.00) 617.5T 55106'16"W 5700 617.5T \510616CS¢ �^yam 5� v6 BO 1
$ z� VARIABLE WIDTH THICKET RUN PLACE L,4486' 12
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rq cnAo �\�� SANITARY SEWER 61' RA +
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N 6733287.64 �3 nS �-
o �� = N 6733502.88 HEREBY DEDICATED TO E 11504555.56 ns
o E 1150482235 13.44
o PUBLIC USE \
VARIABLE WIDTH �1 (0.81) 2 43.0 N51'0 43.00
43.00' 43.00' 43.00' 27.62' C56 C57
DRAINAGE V'S / 31.95' m 43.00' m ,�. � " xa c
274.79' N51 06'16'E VARIABLE WDTH c2o EASEMENT HDPU o :a 4 o o o /^\
DRAINAGE EASEMENT 00 p p o "• �\a0��
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NORTH POINTE CHARLOTTESVILLE LLC p o ; o 2 2
PARCEL ID 03200-00-00-023J0 2 p c., �" Co S 1
RESIDUE OF TMP 32-23✓ VARIABLE WIDTH 95 wp `; 96 0 978 0 99 100 1 O1 102
SANITARY SEWER v '� ,o 14 v x VARIABLE
OF SIGH \ BS �.
1.535 ACRES f rn I p o + +� o I r, +• . /� 9S �� 2
D.B. 5432, PG 396 EASEMENT HDPU \a, cw o P \ 0.1; .p rn o �/, EASEMENT HDPU o+ 1 82
•61 o o v
NORTH POINTE CHARLOTTESVILLE LLC IR p ° 2-0 ` m \a
p S51'06'16=W
PARCEL ID 03200-00-00-02300 MAN• L68 1 �g orn Acv
RESIDUE OF TMP 32-23 10' B$L S51 06'16"W ` 172.57' ,n 10
FRO a o 43.00' 43.00' 43.00'
91.315 ACRES o 3. 6'39.82' 43.00' 43.00' L81 43.00' c+ FR cr m� C
D.B. 5432, PG 396 49.36�5' "E151.70' S51106'16"W L v1 L75 146.12' 5510616 W 103 'i rn> r $\ron $
<�'' 2� '138 10' PRIVATE gl4i I 20' SANITARY m„ 'Pa,, f e �g Na+' R N fSa 63 ?S$
0 �N2g� PEDESTRIAN EASEMENT LE WIDTH
+a 0 SEWER EASEMENT n o <d'ay \ 1' 25i Nd. G N j SANITVARIARY SEWER
94 IN I N HDPU A 11 8g' m °, �lrc-rr /
SHEET 4 OF 5 L075 91-93 • , 2 < L - _�< a T EASEMENT HDPU
--_--_--_-____ ___ _____ ___�_Im _ �• > 104__ SHEET4OF5
SHEET 3 OF 5 < 4r- I V G OPEN '`- . 10�� �m A rn 2 - �- SHEET 3 OF 5
o Cl (119.23')S5106'16"W (127.14) it 1A z� SPACH B 6� \<-i iI 15�1 \may' G� �'y>IQ °d `r� >
0 c�� ��o ph. �No ACRES. 0.44 <m 1h 1�g0 00. Co��p �oo\mom,- 84
\ W \ 93 I� 19\m SO FT. 19,156 1100. 105 1p216 r'� i GNf^� Nf 4Z0 0°-
rs�rs� LEGEND xv y S5106'i6"W 1 1.5 ' �� m\� /g3pE �0�' - °'m3\ `g016�1�1p
=CRl77CAL SLOPE AREA \ me 1, 12' PRIVATE 25 h
Am �M z (108.07) (113.57)g RAINAGE N2k s �, > oy 12i gE 106
C Csn '='CSA �^ C N w - EASEMENT 4 cvpq 00 S0 5
en = BUILDING SETBACK LLINE Cj A �� ? �' 92 Ip 1w k• �'�•
VARIABLE WIDTH Co? �, N o\ to (60.76) 9 o pLTH NORTH POINTS
DRAINAGE EASEMENT >
D.B. --- PG. --- \ ��%�+ \ 4. 8' S106'16"W Zg$ �E OF
map 5106'16"w 111.5 � 43.00• 41.76' oa �� PHASE 1A
(96.90) (103.55)
GRAPHIC SCALE 78 < � 0I1----SVARIA ANITARY EwERIIt � �` �\ ae �� � DRAFT y RIVANNA DISTRICT
50 0 e5 50 100 o f 2860
91 0 RD NU. SMA
o C N \ EASEMENT HDPU jof �w \ �• MAYNARD J TINSMAN III
ALBEMARLE COUNTY VIRGINIA
\ \ �I 89 _ �„ 87 SCALE: 1 "=50' JUNE 17, 2021
S5 06'16"W 1 4. 1' 20• ^1 o y /2fS
(85.74)(96.91) A IW DRAINAGE b 88 0 J 2� 1g / 06-17-2021 Townes
( IN FEET) CA o ° N EASEMENT . \ 5� f
SITE ENGINEERING
o o v 1� � HDPU " m v g 3g. �qND SURNI 1 PARK WEST CIRCLE, SUITE 108
1 inch = 50 ft.
\ \o_ 90 ,f�• \ MIDLOTHIAN, ORGINIA 23114
55106'16 188.90' �� PHONE. (804) 748-9011 FAX(804) 748-2590
rio
'AWN BY.• SDF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 4 (
s
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'
8708'19"
N6749'10 E
34.46'
C2
56.45'
42.05'
42'40'39"
S4040'53"E
41.08,
C26
25.00'
37.5l'
855824"
N855432"W
34.09'
C3
25.00'
41.16'
947926"
N035633"E
36.66'
C27
280.50'
2B.35'
54725"
S53'59'58"W
28.33'
C4
219.50'
232.71'
60'4442"
N8128'37 E
221.97'
C28
280.50'
29739'
60'4442"
S812837"W
283.65'
C5
84.00'
49.36'
33'40'09"
S3621'53"E
48.66'
C29
280.50'
58.03'
1151'15"
N8435'10"W
57.93'
C6
100.00'
60.76'
34'4847"
N36'46'38"W
59.83'
C30
580.50'
26.45'
236'40"
S4473'40 E
26.45'
C7
230.50'
108.OX
2651'09"
N37*40'42"E
107.04'
C31
280.50'
51.45'
1030'31"
N7324'17"W
51.37'
C8
40.45'
24.27'
342253"
N3650'44"W
23.91'
C32
580.50'
43.52'
4'1744"
S474052'E
43.51'
C9
169.50'
J. 19'
104'38"
N24 4727E
3.19,
C33
280.50'
29739'
60'4442"
S8128 37"W
283.65'
CURVE TABLE
C10
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
Cil
169.50'
16.17'
52755"
N4822'19'E
16.16'
C35
60.00'
126.60'
1205339"
S8720'42"W
104.39'
C49
469.15'
16359'
195841"
S4133'15"W
162.76'
C12
169.50'
79.44'
2651'09"
S37'40'42"W
78.71'
C36
645.50'
85.23'
733'55"
S3040'50"W
85.17'
C50
346.92'
16.48'
24321"
S30'15'34"W
16.48'
C13
544.50'
129.45'
1337'19"
S2922'43"E
129.15'
C37
554.50'
49.88'
5109'13"
N3153'11 E
49.86'
C51
346.92'
216.85'
35'4853"
S105927"W
21334'
C14
548.50'
105.15'
10159'01"
S14'13'18 E
104.99'
C38
120.00'
154.16'
733626"
N07*2938"W
143.78'
C52
376.88'
17.91'
24322"
S3075'28"W
1791'
C15
354.00'
161.40'
260724"
S28'1055E
160.01'
C39
446.00'
192.83'
2446*18"
N3154'43'W
191.33'
C53
280.50'
53.19'
1051'52"
S62'19'37"W
53.11'
C16
60.00'
105.89'
10106'48"
N8809'13 E
92.67'
C40
436.50'
6.03'
0 4730"
N16 42'10"W
6.OX
C54
280.50'
53.18'
10 5149"
S7371270W
5310'
C17
90.00'
113.70'
7223'02"
S0359'02"W
106.29'
C41
455.50'
14Z13'
183023"
N25'46'15"W
146.49'
C55
280.50'
53.19'
1051'50"
S8403'17"W
53.11'
C18
519.50'
251.57'
274444"
S46'0451 E
249.12'
C42
580.50'
44.16'
421'32"
S5200'29 E
44.15'
C56
219.50'
15.39'
4'0)'01"
S53'0647"W
15.39'
C19
305.50'
96.98'
18'11'16"
S505135 E
96.57'
C43
580.50'
45.10'
427'06"
S562448"E
45.09'
C57
219.50'
43.70'
112424"
S60*49*290W
43.63'
C20
25.00'
38.02'
87'0747"
S85'1950E
34.46'
C44
580.50'
1J..32'
17851"
S597747E
13.32'
C58
219.50'
110.00'
284252"
S8053'06"W
108.816'
C21
439.15'
32.84'
4'17'04"
S4924'10"W
32.83'
C45
580.50'
172.55'
1701'52"
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'
1126'55"
N79'02'00"W
43.79'
C23
346.92'
216.85'
35'48'53"
5105927"W
21334'
C47
469.15'
45.84'
53554-
S4844'39"W
45.82'
C61
219.50'
19.76'
S0931"
N70'43'47"W
19.76,
C24
25.00'
40.32'
9224'09"
S215657"E
36.09'
C48
469.15'
57.70'
702'46"
S4225'18"W
57.66'
C62
645.50'
34.49'
303'41"
N3559'38 E
34.48'
DRAWN BY.- SDF
CHECKED BY ENGINEER:
0ZD
�4tp,LTH of ` NORTH POINTE
PO PHASE 1A
yRIVANNA DISTRICT
III ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A JUNE 17, 2021
Townes
SITE ENGINEERING 1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 5 OF 5